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Research ArticleHybrid Biogeography Based Optimization for ConstrainedNumerical and Engineering Optimization
Zengqiang Mi1 Yikun Xu1 Yang Yu1 Tong Zhao1 Bo Zhao2 and Liqing Liu1
1State Key Laboratory of Alternate Electrical Power System with Renewable Energy Sources North China Electric Power UniversityBaoding 071003 China2Electronics-Controlling Lab of Construction Vehicle Jilin University Changchun 130022 China
Correspondence should be addressed to Yang Yu ncepu yy163com
Received 16 April 2014 Accepted 18 July 2014
Academic Editor Baozhen Yao
Copyright copy 2015 Zengqiang Mi et al This is an open access article distributed under the Creative Commons Attribution Licensewhich permits unrestricted use distribution and reproduction in any medium provided the original work is properly cited
Biogeography based optimization (BBO) is a new competitive population-based algorithm inspired by biogeography It simulatesthe migration of species in nature to share information A new hybrid BBO (HBBO) is presented in the paper for constrainedoptimization By combining differential evolution (DE) mutation operator with simulated binary crosser (SBX) of geneticalgorithms (GAs) reasonably a newmutation operator is proposed to generate promising solution instead of the randommutationin basic BBO In addition DE mutation is still integrated to update one half of population to further lead the evolution towards theglobal optimum and the chaotic search is introduced to improve the diversity of population HBBO is tested on twelve benchmarkfunctions and four engineering optimization problems Experimental results demonstrate that HBBO is effective and efficient forconstrained optimization and in contrast with other state-of-the-art evolutionary algorithms (EAs) the performance of HBBO isbetter or at least comparable in terms of the quality of the final solutions and computational cost Furthermore the influence ofthe maximum mutation rate is also investigated
1 Introduction
With the development of science and engineering relatedoptimization problems become more and more complexOptimization methods are being confronted with great chal-lenges brought by some undesirable but unavoidable charac-teristics of optimization problems such as being high-dimen-sional nondifferentiable nonconvex noncontinuous and soon Efficient optimization methods are urgently required bythe complicated optimization problems in the real worldTherefore various evolutionary algorithms have been appliedto solve difficult optimization problems in recent decadeswhich includeGAs [1] particle swarmoptimization approach(PSO) [2] DE [3 4] ant colony optimization (ACO) [5]artificial bee colony strategy (ABC) [6 7] and BBO [8 9]
Biogeography based optimization (BBO) is a new popula-tion-based algorithm It simulates the blossom and extinctionof species in different habitats based on the mathematicalmodel of biogeography Decision variables of better solutionstend to be shared in the migration operation and decision
variables of each solution are probabilistically replaced toimprove the diversity of population in mutation operationDue to good search ability BBO has been applied to PIDparameter tuning [10] parameter estimation of chaotic sys-tem [11] complex system optimization [12] satellite imageclassification [13] and so forth
In comparison with other EAs owing to direct-copying-based migration and randommutation exploration ability ofBBO is not so efficient despite outstanding exploitation Inother words BBO can be easily trapped into local optimumand suffer from premature convergence owing to lack ofcorresponding exploration to balance its exploitation
In order to overcome the weakness of BBO lots ofimproved BBO variants have been proposed Ma [14] pre-sented six different migration mathematical models andmade basic improvements on the migration operator Gonget al [15] hybridized the DE with the migration operator ofBBO to balance the exploration and exploitation of BBOMotivated by blended crossover operator in GAs Ma andSimon [16] got decision variables of an offspring by blending
Hindawi Publishing CorporationMathematical Problems in EngineeringVolume 2015 Article ID 423642 15 pageshttpdxdoiorg1011552015423642
2 Mathematical Problems in Engineering
corresponding decision variables of two parent individualsbased on different weighting constants Li and Yin [17]proposed multiparent migration in which three consecutiveindividuals are chosen to generate three new individualsby basic BBO and then the new individuals are modifiedlike multiparent crossover in GA besides the mutationwas improved based on Gaussian operator Li et al [18]updated the decision variables not selected in migration bygenerating a perturbation from the neighborhood solutionsand Gaussian operator was integrated into mutation Wangand Xu [11] integrated DE mutation operator into migrationoperator of BBO and simplex search was introduced toimprove the searching accuracy Sayed et al [10] formednew decision variables of an offspring by combining corre-sponding decision variables from two different parents withweighted constants related to the rank of their fitness inmigration Boussaıd et al [19] proposed a new hybrid BBOin which new solutions are first generated by DE mutationand then modified by migration of original BBO Xiong etal [20] utilized four individualsrsquo features to construct a newsolution in proposed polyphyletic migration and orthogonallearning was introduced to further enhance converge speedtoward global optimum
In order to balance the exploration and exploitation ofBBO a new hybrid BBO called as HBBO is proposed inthe paper The unique points of HBBO are shown as thefollowing On one hand a new hybrid mutation operatorcombining DE mutation and SBX is presented in HBBOwhile operators of EAs are often hybridized with migrationoperator in most of BBO variants On the other handHBBO provides a new method to extend BBO to optimizeconstrained problems well due to only a few BBO variantsavailable for constrained optimization in previous literaturesIn addition DE is applied to evolve one half of populationto improve convergence speed further and chaotic search isintroduced to enhance the diversity of population Experi-ments have been conducted on twelve benchmark functionsand four engineering optimization problems and HBBO iscompared with many other state-of-the-art algorithms fromthe quality of solutions obtained and computational costFurthermore the influence of maximum mutation rate onHBBO is studied
The rest of the paper is organized as follows Constrainedoptimization basic BBO mutation strategies of DE andSBX are briefly introduced in Section 2 In Section 3the HBBO method proposed in the paper is specificallydepictedThe comparisonwith six state-of-the-art algorithmson twelve benchmark functions is presented in Section 4 InSection 5 HBBO is compared with other methods on fourwell known engineering optimization problems Section 6further demonstrates the efficiency of HBBO and presentsthe investigation on the influence ofmaximummutation rateFinally the work is concluded in Section 7
2 Preliminary
21 Constrained Optimization Constrained optimizationsare always inevitable in scientific study and engineering
design A general constrained optimization problem can bewritten as the following
Minimize 119891 (x)
subject to 119892119894 (x) le 0 119894 = 1 2 119901
ℎ119895 (x) = 0 119895 = 1 2 119902
(1)
where x represents the solution vector x = [1199091 1199092
119909119863]119879 119863 is the dimensionality of a solution in the paper 119901
is the number of inequality constraints and 119902 is the numberof equality constraints In common practice equality con-straints are often transformed to inequality constraints with agiven small tolerance 120575 For example the equality constraintabove can be converted to |ℎ
119894(x)| le 120575 In the paper the
feasible-based rule byDeb [21] is applied to handle constraintIn the constraint handling mechanism fitness value andconstraint violation are considered separately based on thefollowing criterions (a) any feasible solution is preferred toany infeasible solution (b) between two feasible solutionsthe one having smaller objective function value is preferred(c) between two infeasible solutions the one having smallerconstraint violation is preferred
22 Biogeography Based Optimization Biogeography is thestudy of the distribution of species on earth surface overtime BBO is proposed based on the mathematical model ofbiogeography by Simon in 2008 [8] In BBO every solution isanalogous to a habit habit suitability index (HSI) is utilizedto measure habits just like fitness function in other EAs theelements that characterize habitability are called suitabilityindex variables (SIVs) which are identical to the decisionvariables in other EAs A good solution is similar to a habitatwith high HSI which have a large number of species and viceversa The species in habitats with high HSI tend to emigrateto habitats with low HSI That is habitats with high HSI tendto share their features while habitats with lowHSI are inclinedto accept the features from good habitats
In BBO each individual evolves by immigration andmutation operator The SIVs of individuals are probabilisti-cally shared in migration operator as shown in Algorithm 1where 119883
119894119895is the jth SIV of ith individual in the population
120582119894here represents the immigration rate of 119883
119894 and 120583
119896is the
emigration rate of 119883119896 which are related to the number of
species in the corresponding habitat NP is the populationsize in the paper
The following mathematical model is applied to calculateimmigration rate and emigration rate owing to its outstand-ing performance in [22]
120582119894= 119868 (1 minus
119878119894
119899)
120583119894= 119864(
119878119894
119899)2
(2)
where 119878119894is the number of species in habitat 119883
119894 119868 and 119864
are respectively the maximum value of immigration andemigration rate 119899 is equal to 119878max
Mathematical Problems in Engineering 3
Target individual119883119894for migration
For 119895 = 1 to119863 doSelect119883
119894119895with probabilityprop 120582
119894
If119883119894119895is selected
For 119896 = 1 to NP doSelect119883
119896with probabilityprop 120583
119896
If119883119896is selected
Replace119883119894119895with119883
119896119895
End ifEnd for
End ifEnd for
Algorithm 1 Migration operator
Target individual119883119894for mutation
For 119895 = 1 to119863Select119883
119894119895based on119898
119894
If119883119894119895is selectedReplace it with a randomly generated SIV
End ifEnd for
Algorithm 2 Mutation operator
In mutation operator it is probabilistically decidedwhether or not to replace each SIV in a solution by a randomlygenerated SIV in the light of mutation rate The detail ofmutation operator is shown inAlgorithm2Themutation ratem can be calculated as follows
119898119894= 119898max (1 minus
119875119894
119875max) (3)
where 119875max = max(119875119894) 119875119894represents the priori probability of
existence for ith individual119898max is a user-defined parameterwhich represents the maximummutation rate
More details about basic BBO can be found in [8 23]
23 Differential Evolution DE algorithm is a population-based stochastic search method proposed by Storn and Pricein 1997 [3] Due to simple structure few parameters easyuse and fast convergence speed DE has obtained wideapplication in various regions DE generates new individualsby perturbing a randomly chosen individual with weighteddifferences for some couples of different individuals Onlywhen the offspring outperforms corresponding parent theoffspring survives as the parent for next generationMutationoperator is the most important part in DE In this partonly three widely applied mutation strategies are brieflyintroduced as follows
where 119883119892is the best individual in population 119903
1 1199032 1199033are
uniformly distributed different numbers in the range [1NP]119865 is mutation scaling factor119884 represents the new individualsgenerated by mutation operator
24 SBX of GA Genetic algorithms simulate the evolutionalprocess in nature to solve optimization problems In GAsome good individuals are chosen based on Debrsquos feasible-based rule Different individuals can share information incrosser operator SBX is one of the most popular crosseroperators which can explore the neighborhood region ofparent individual as follows
1198621119895
=1
2[(1 minus 120573
119895) 119875119886119903119890119899119905
1119895+ (1 + 120573
119895) 119875119886119903119890119899119905
2119895] (7)
1198622119895
=1
2[(1 + 120573
119895) 119875119886119903119890119899119905
1119895+ (1 minus 120573
119895) 119875119886119903119890119899119905
2119895] (8)
where 119862119894119895is the jth decision variable of the ith offspring
individual 119875119886119903119890119899119905119894119895is the jth decision variable of ith parent
individual selected 120573 can be obtained by the randomnumber119906 in [0 1] based on (9) where 120578 is the distribution index forcrossover The detail of SBX can be found in [24] Considerthe following
120573 (119906) =
(2119906)1(120578+1) if 119906 le 051
[2 (1 minus 119906)]1(120578+1)if 119906 gt 05
(9)
3 Proposed Algorithm HBBO
In mutation operator of basic BBO SIVs are replaced prob-abilistically by new SIVs randomly generated Although themutation of BBO can improve the diversity of populationthe random operation brings blindness to search To modifythe defect a new hybrid mutation operator is proposed inwhich DE mutation operator and SBX are mixed to generatepromising SIV as shown in Algorithm 3 From Algorithm 3it can been seen that two candidate SIVs are generated foreach SIV mutated one is gotten by DE rand1 mutation andthe other by SBX One point should be stated specially 119883
1199031
in DE rand1 mutation and 1198751198861199031198901198991199051and 119875119886119903119890119899119905
2in SBX are
all randomly selected from the first half of parent populationwhich is sorted based on Debrsquos feasible rule (better one infront)119883
1199032
1198831199033
in DE rand1mutation are randomly selectedfrom the whole populationThe core idea of hybrid mutationis based on the following considerations First owing towell-known performance in locating the region of globaloptimum DE mutation can explore new search space withmore clear direction towards global optimum instead of therandom mutation in the original BBO Second SBX canexplore the neighbor region of parent individual so that itcan be combined with DE to explore search space efficientlyThird the combination of DE mutation and SBX can balancethe exploitation ability of BBO
4 Mathematical Problems in Engineering
Target individual119883119894for mutation
For 119895 = 1 to119863If119883119894119895is selected for mutation as basic BBOGet two candidate SIVs of offspring(1) Get a temp SIV by DE rand1mutation(2) If rand lt 05 (rand is random number in [0 1])
Get another temp SIV by (7)Else
Get another temp SIV by (8)End if
Elsethe 119895th SIV of 119894th individual in population Island survives as SIV of offspring(population Island contains new individuals gotten by migration operator)
End ifEnd forTwo temp offspring individuals are gotten for119883
119894 and the better one survives as offspring
Algorithm 3 Hybrid mutation operator
In order to speed up convergence DE is furtherhybridized with BBO The first half of parent populationalso evolves by two DE mutation strategies (rand1 and randto best1) and two new individuals are generated for eachone in the first half The best one among these two newindividuals and corresponding parent individual survivesto replace corresponding one in the second half of parentpopulation
For convenience and easy use self-adaption mechanismfor mutation scaling factor of DE proposed in [25] is appliedin which each individual is given an independent mutationscaling factor The self-adaption mechanism is written asfollows
119865119866+1119894
= 119865119897+ 119903119886119899119889
1sdot 119865119906
if 1199031198861198991198892lt 03
119865119866119894
otherwise(10)
where 119865119866+1119894
represents mutation scaling factor for ith indi-vidual in (119866+1)th generation119865119866
119894representsmutation scaling
factor for ith individual inGth generation119865119897119865119906are the lower
boundary and the change range of mutation scaling factorrespectively and 119903119886119899119889
1and 119903119886119899119889
2are uniformly distributed
numbers in [0 1]Based on unique ergodicity inherent stochastic property
and irregular chaos chaotic search can reach each situationin given space so that it can contribute to the escape from thelocal optimum and is often integrated into EAs to enhanceglobal search ability Hence the chaotic search is brought infor the first half of population In the paper logistic maps areused to generate chaotic sequences as follows
119882119894+1119895
= 120576 sdot 119882119894119895sdot (1 minus 119882
where1198831015840119894is the new individual generated by chaotic search for
119883119894119877119866 represents the search radium vector inGth generation
each dimension in 119877119866 represents the search radium for thevariables in corresponding dimension of solutions in parentpopulation
In the initial phase large chaotic search radium is helpfulfor escape from the local optimum small chaotic searchradium can improve the accuracy of search at the later stageof evolution The search radium 119877119866
where 119897119887119895 119906119887119895are respectively the lower boundary and upper
boundary of jth decision variable randnumj is uniformlydistributed number in [0 1] in each dimension
The whole procedure of HBBO is described in Algo-rithm 4 in detail From Algorithm 4 it can be seen thatoperations are mainly concentrated on the first half ofpopulation It can be explained as follows First the con-vergence speed can be improved by focusing operations onthe first half Second the information of the second half
Mathematical Problems in Engineering 5
Generate the initial population POP and vector 119865 of mutation scaling factorsEvaluate the fitness and constraint violations of each individual in POPFor each generation do
Sort the individuals in POP based on Debrsquos feasibility-based rule (better in front)For each one in POPrsquos first half
Get two new individuals by two DE mutation strategies (rand1 rand to best1)Evaluate the fitness value and constraint violations of these two new individualsAmong these two new individuals and corresponding parent individual the best one is stored into populationTempbest
End forUpdate the vector 119875 of prior probabilityFor each one in the first half of POP
Generate a new individual by Algorithm 1 and store it into population IslandEnd forFor each one in the first half of POP
Get one offspring by Algorithm 3 and replace the corresponding individual in population Island with itEnd forGo on chaotic search for the first half of POP and the new individuals generated are stored into population tempIslandMake a contrast between the corresponding ones in Island and tempIsland and the first half of POP the best one survivesas the corresponding one in POP for next generationThe population Tempbest replace the second half of POP as the parent ones for next generationUpdate 119865 119877 by (10) (13) respectively
End for
Algorithm 4 Hybrid biogeography based optimization
Table 1 Main characteristics of the twelve selected benchmark functions
Benchmark function 119863 Type of objective function 120588 LI NI NE 119886
is also utilized in migration and hybrid mutation operatorto generate promising solutions Third the risk of trappinginto stagnation brought by concentration of operations canbe relieved by chaotic search Consequently the focus ofoperations can make the search of HBBO efficient
4 Simulation Tests on Benchmark Functions
41 Parameter Setting and Statistical Results Obtained byHBBO In order to validate the performance of the proposedHBBO on numerical optimization twelve benchmark testfunctions are adopted The selected benchmark problemspropose a good challenge and measure for constrainedoptimization techniques Main characteristics of the selectedbenchmark functions are shown in detail in Table 1 where
119863 is the dimensionality of a solution for test function 120588represents the ratio of feasible region to search space NIis the number of nonlinear inequality constraints LI is thenumber of linear inequality constraints NE is the numberof nonlinear equality constraints and 119886 is the number ofconstraints active at the optimal solution The 120588 metric canbe computed as the following
120588 =|119865|
|119878| (15)
where |119878| is the number of solutions generated randomly(|119878| = 1000000 in the paper) and |119865| is the number of feasiblesolutions found in all the solutions randomly generated Allthe benchmark functions selected are depicted explicitly inAppendix A
6 Mathematical Problems in Engineering
Table 2 Statistic results for twelve benchmark functions obtained by HBBO
Function Optimal Best Mean Median Worst SD FFEsG01 minus15 minus15 minus14799953 minus15 minus13 610119864 minus 1 50100G02 minus0803619 minus08036179 minus07805965 minus07852652 minus07330360 1870119864 minus 2 75200G03 minus1 minus10050100 minus10050100 minus10050100 minus10050100 288119864 minus 12 150100G04 minus30665539 minus3066553867 minus306655387 minus306655387 minus306655387 111119864 minus 11 37600G05 51264981 51264842 51264842 51264842 51264842 923119864 minus 4 375100G06 minus696181388 minus696181388 minus696181388 minus696181388 minus696181388 370119864 minus 12 50100G07 243062091 243062091 243062091 243062091 243062091 649119864 minus 10 125400G08 minus0095825 minus0095825 minus0095825 minus0095825 minus0095825 106119864 minus 17 10100G09 680630057 680630057 680630057 680630057 680630057 516119864 minus 13 75100G10 7049248021 7049248021 7049248021 7049248021 7049248021 108119864 minus 7 137600G11 075 074990 074990 074990 074990 113119864 minus 16 75100G12 minus1 minus1 minus1 minus1 minus1 0 12600
For each test function we performed 30 independentruns in matlab 70 The parameters of HBBO for experimentsare set as follows 119864 = 119868 = 1 is chosen as recommendedin [8] 119898max is set to be 08 which is much bigger than thecorresponding value in basic BBO because big 119898max canimprove mutation probabilities of individuals in populationand enhance population diversity based on the suggestionsof mutation factor in DE in [3] and numerous experiments119865119897= 075 and 119865
119906= 015 are chosen 120578 = 20 is chosen in the
light of the effect of 120578 on the search ability of SBX [24]Through various tests an appropriate set of population
size NP for all the selected functions is found with whichHBBO can present desirable performance In the set foundpopulation size NP for each benchmark function is given asthe following 200 for G02 150 for G07 and 100 for the rest ofbenchmark functions In each run themaximumgenerationsare given as the following 200 for G01 and G06 150 for G02and G04 600 for G03 1500 for G05 334 for G07 40 for G08300 for G09 and G11 550 for G10 and 50 for G12 In G03 andG05 the toleration value for equation constraint equals 0001as recommended in [19] the toleration value for equationconstraint of G11 is set to be 00001 as suggested in [26]
Table 2 summarizes the statistical features of results fortwelve test functions obtained by HBBO and number offitness function evaluations (FFEs) required From Table 2we can see that HBBO can get optimal solution in all 30 runsfor seven benchmark functions (G04 G06 G07 G08 G09G10 and G12) for G01 HBBO can get the optimal solutionsin some runs the best results obtained by HBBO are veryclose to the knownbest solution forG02 for three benchmarkfunctions (G03 G05 and G11) the results gained by HBBOare very close to the optimal solutions or the known bestsolution
42 Comparison with Other State-of-the-Art Methods In thispart the proposed approach HBBO is compared with othersix state-of-the-art optimization technologies
The following are the six state-of-the art optimizationtechnologies conventional BBO with DE mutation technol-ogy (CBO-DM) [19] hybrid PSO with DE strategy (PSO-DE) [27] coevolutionaryDE algorithm (CDE) [28] changing
range genetic algorithm (CRGA) [26] self-adaptive penaltyfunction based algorithm (SAPF) [29] and simple mul-timembered evolution strategy (SMES) [30] The statisticresults of other six approaches are compared with thatof HBBO in Table 3 which are gotten from the originalreferences The ldquoNArdquo in tables of the paper indicates theresults of compared algorithms are not available It should benoted that the best results obtained by algorithms are markedin boldface in the following tables As far as computationalcost is concerned CBO-DM SAPF CDE SMES respectivelyneed 350000 500000 248000 and 240000 FFEs for allthe test functions PSO-DE needs 70100 FFEs for G0417600 FFEs for G12 and 140100 FFEs for the rest of testfunctions 1350 to 68000 FFEs are required for CRGA thecomputational cost for CRGA is given in detail in [26]
With respect to CBO-DM a variant of BBO similarresults are obtained by HBBO for five functions (G04 G06G08 G09 and G12) in two functions (G07 G10) HBBO hasbetter performance in the respect of consideredmetrics (bestmean and worst) in G02 HBBO gets better best value withgreater variability the results of HBBO are obviously inferiorbut comparable for G01 the results obtained by HBBO areonly lightly inferior for three test functions (G03 G05 andG11) In addition the computational cost is far less than thatof CBO-DM for all selected benchmark functions exceptG05Consequently HBBO is powerful competitor for CBO-DMon constrained optimization
In contrast with other five state-of-the-art methods theperformance of HBBO is obviously inferior for function G01HBBO can get better or similar solutions for the selectedtest functions except for G01 G03 and G11 In G03 and G11the results obtained by HBBO are only lightly inferior tothose of SMES Furthermore the computational cost is verycompetitive with respect to othermethods for all selected testfunctions except G05
5 Simulation Tests on EngineeringOptimization Problems
In this part four well-known engineering optimization prob-lems are utilized to validate the performance of HBBO on
Mathematical Problems in Engineering 7
Table 3 Statistical features of results for twelve benchmark functions obtained by HBBO and other six state-of-the-art algorithms
Function Metrics HBBO CBO-DM PSO-DE CRGA SAPF SMES CDE
solving real-world optimization problems The four engi-neering optimization problems contain welded beam designproblem tensioncompression spring design problem speedreducer design problem and three-bar truss design problemwhich are listed in Appendix B Parameters in HBBO forthese four engineering optimization problems are as followspopulation size and maximum generations are respectively50 and 200 for welded beam design problem 50 and 350 fortensioncompression spring design problem 100 and 100 forspeed reducer design problem and 50 and 60 for three-bartruss design problem other parameters for HBBO are set inthe sameway as Section 4 For each engineering optimizationproblem 30 independent runs are performed Table 4 showedthe statistic results for the four engineering optimization
problems solved by HBBO We will evaluate performance ofHBBO in respect of the quality of results and computationalcost
In order to demonstrate the superiority of HBBO it iscompared with other state-of-the-art algorithms on the fourengineering problems Welded beam and tensioncompres-sion spring design problems are also attempted by PSO-DE[27] CDE [28] coevolutionary particle swarm optimization(CPSO) [31] (120583 + 120582)-evolutionary strategy ((120583 + 120582)-ES) [32]unified particle swarm optimization (UPSO) [33] and ABC[7] PSO-DE [27] (120583 + 120582)-ES [32] and ABC [7] have alsoalready performed on speed reducer design problem PSO-DE [27] and Ray and Liew [34] have also been applied tosolve three-bar truss design problem The comparison of
8 Mathematical Problems in Engineering
Table 4 Statistic results for four engineering optimization problems solved by HBBO
Engineering optimizationproblem Best Mean Median Worst SD FFEs
Welded beam design 1724852309 1724852309 1724852309 1724852309 114119864 minus 15 25050Tensioncompressionspring design 0012665233 0012665393 0012665234 0012666698 318119864 minus 07 43800
Table 5 Statistic results for welded beam design obtained byHBBOand other six state-of-the-art methods
Method Best Mean Worst FFEsHBBO 17248523 17248523 17248523 25050PSO-DE 17248531 17248579 17248811 33000CDE 1733461 1768158 1824105 240000CPSO 1728024 1748831 1782143 200000(120583 + 120582)-ES 1724852 1777692 NA 30000UPSO 192199 283721 NA 100000ABC 1724852 1741913 NA 30000
Table 6 Statistic results of HBBO and other six state-of-the-artmethods for tensioncompression spring design
Method Best Mean Worst FFEsHBBO 0012665233 0012665393 0012666698 43800PSO-DE 0012665233 0012665233 0012665233 42100CDE 00126702 0012703 0012790 240000CPSO 00126747 001273 0012924 200000(120583 + 120582)-ES 0012689 0013165 NA 30000UPSO 001312 002294 NA 100000ABC 0012665 0012709 NA 30000
Table 7 Statistic results of HBBO and other six state-of-the-artmethods for speed reducer design
Method Best Mean Worst FFEsHBBO 2996348165 2996348165 2996348165 25100PSO-DE 2996348165 2996348165 2996348166 70100(120583 + 120582)-ES 2996348 2996348 NA 30000ABC 2997058 2997058 NA 30000
statistical results and computational cost for four engineeringoptimization problems between HBBO and other algorithmsis shown in Tables 5 6 7 and 8
From Tables 5 6 7 and 8 it can be seen that HBBOoutperforms other compared algorithms for the given engi-neering optimization problems except tensioncompressionspring design problem for which PSO-DE has best per-formance For tensioncompression spring design problemHBBO get similar best result and the mean and worst resultsof it are just lightly inferior in contrast with PSO-DE
Table 8 Statistic results of HBBO and other six state-of-the-artmethods for three-bar truss design
Method Best Mean Worst FFEsHBBO 26389584338 26389584338 26389584338 7550PSO-DE 26389584338 26389584338 26389584338 17600Ray andLiew 26389584654 26390335672 26396975638 17610
6 Discussions
In this part HBBO is compared with the original BBOand self-adapting DE (SADE) to demonstrate the searchingefficiency of HBBO further In addition the influence ofmaximum mutation rate on searching efficiency of HBBO isinvestigated
61 Comparison with the Original BBO and SADE Thedetail of the original BBO can be gotten from [8] andSADE proposed in [25] is compared Specific parametersetting of these two algorithms is the same as the originalreferences while the parameters related to test functions suchas population size and constraint tolerance are in accordancewith Section 4Debrsquos feasible rule is applied inBBOand SADEto handle constraint Here HBBO is adopted in an identicalway as described in Section 4
Figure 1 illustrates typical evolution processes of objectivefunction value of best solution in population when fourbenchmark functions (G02 G03 G07 and G09) are respec-tively solved by HBBO BBO and SADE From Figure 1it can be seen that HBBO have fastest convergence speedwhile BBO is often trapped into stagnation So it can beconcluded that the exploration and exploitation of BBO arewell enhanced and balanced by new mutation operator andfurther hybridization with DE and chaotic search
62 Influence of Maximum Mutation Rate on HBBO Themaximum value of mutation rate 119898max is related to theprobability that individuals mutate by new hybrid mutationoperator so that it affects the balance degree of explorationand exploitation of HBBO In order to investigate the effect of119898max on search efficiency of HBBO119898max is set to be differentvalues including 005 01 04 08 and 1 The investigationexperiments are performed on five benchmark functions(G01 G02 G03 G07 and G10)
Mathematical Problems in Engineering 9
0 1 2 3 4 5 6 7 8NFFEs
Valu
e of o
bjec
tive f
unct
ion
G02
minus09
minus08
minus07
minus06
minus05
minus04
minus03
minus02
minus01
times10
4
(a) G02
0 2 4 6 8 10 12 14 16
0
NFFEs
Valu
e of o
bjec
tive f
unct
ion
G03
minus2
minus18
minus16
minus14
minus12
minus1
minus08
minus06
minus04
minus02
times10
4
(b) G03
2 4 6 8 10 12 1420
25
30
35
40
45
50
55
60
NFFEs
Loga
rithm
ic v
alue
of o
bjec
tive f
unct
ion
G07
HBBOSADEBBO
times10
4
(c) G07
1 2 3 4 5 6 7 8680
685
690
695
700
705
710
715
720
725
730
NFFEs
Valu
e of o
bjec
tive f
unct
ion
G09
HBBOSADEBBO
times10
4
(d) G09
Figure 1 Objective function value curves of four test functions solved by HBBO SADE and BBO
The other parameters are in accordance with descriptionin Section 4 For each value of119898max and test function we per-form 30 independent runs The statistical features of resultsobtained by HBBO with different 119898max are summarized inTable 9
From Table 9 we can see that the value of 119898max hassignificant influence on search efficiency of HBBO Theinfluence can be stated from three respects as the followingFirst HBBO with different value of 119898max has differentperformance on the five test functions Second HBBO withtoo small or too big 119898max could not solve the selected testfunctions well while HBBO with middle value of 119898max hasbetter comprehensive performance Third the fittest 119898maxfor each test function is different The influence above may
be explained as follows Too small 119898max cannot balance theexploitation of BBO well while too big 119898max will destroy theexploitation of BBO different test functions have differentcharacteristics so that they have different requirements ofexploration and exploitation of optimization algorithm
7 ConclusionsThe paper proposes a new hybrid biogeography based opti-mization (HBBO) for constrained optimization For thepresented algorithm HBBO a new mutation operator wasproposed to generate promising solutions by merging DEmutation with SBX a half of the population also evolved bytwomutation strategies ofDE Chaotic searchwas introduced
10 Mathematical Problems in Engineering
Table 9 Statistical features of the results obtained by HBBO with different119898max
Best minus15 minus15 minus15 minus15 minus15Mean minus14666665 minus14633610 minus14600000 minus14799953 minus14632939Worst minus12999949 minus12008289 minus13 minus13 minus12SD 758119864 minus 1 849119864 minus 1 814119864 minus 1 610E minus 1 850119864 minus 1
G02
Best minus08036071 minus08036171 minus08036185 minus08036179 minus08036173Mean minus07780832 minus07787019 minus07799297 minus07805965 minus07775819Worst minus071807066 minus07501355 minus07248475 minus07330360 minus07225584SD 203119864 minus 2 158E minus 2 183119864 minus 2 187119864 minus 2 219119864 minus 2
G03
Best minus10044781 minus10050100 10050100 10050100 minus10050100Mean minus07515293 minus10050100 10050100 10050100 minus10050100Worst minus02971747 minus10050100 10050100 10050100 minus10050100SD 23119864 minus 1 253119864 minus 10 410119864 minus 10 288E minus 12 539119864 minus 12
G07
Best 243062091 243062091 243062091 243062091 243062091Mean 243062100 243062091 243062091 243062091 243062091Worst 243062351 243062091 243062091 243062091 243062091SD 474119864 minus 6 700119864 minus 10 235E minus 10 649119864 minus 10 797119864 minus 10
G10
Best 7049248021 7049248021 7049248021 7049248021 7049248021Mean 7054178611 7049248022 7049248021 7049248021 7049248027Worst 7194608835 7049248076 7049248021 7049248021 7049248200SD 2652 102119864 minus 5 420E minus 8 108119864 minus 7 327119864 minus 5
for escape from stagnation and Debrsquos feasibility-based rulewas applied to handle constraints Furthermore self-adaptionmechanism for themutation scaling factor of DE was utilizedto avoid bothering of choosing an appropriate parameter
Simulation experiments were performed on twelvebenchmark test functions and four well-known engineeringoptimization problems HBBO can obtain better or compara-ble results in contrast with other state-of-the-art optimizationtechnologies At the same time the low computation cost isthe obvious advantage of our HBBO In short HBBO is aneffective and efficient method for constrained optimizationIn addition the influence of maximum mutation rate wasinvestigated and the results demonstrate HBBO with maxi-mummutation rate ofmiddle value has better comprehensiveperformance
Maximum immigration rate 119868 and emigration rate 119864affect the migration probability and the prior probability ofexistence for individuals in population How to select thefittest 119864 and 119868 for HBBO will be one possible focus of ourresearch in the future Besides HBBO will be extended tomultiobjectives optimization
Appendices
A Benchmark Test Functions
A1 G01
Minimize 119891 () = 54
sum119894=1
119909119894minus 54
sum119894=1
1199092119894minus13
sum119894=5
119909119894
subject to 1198921 () = 2119909
1+ 21199092+ 11990910
+ 11990911
minus 10 le 0
1198922 () = 2119909
1+ 21199093+ 11990910
+ 11990912
minus 10 le 0
1198923 () = 2119909
2+ 21199093+ 11990911
+ 11990912
minus 10 le 0
1198924 () = minus8119909
1+ 11990910
le 0
1198925 () = minus8119909
2+ 11990911
le 0
1198926 () = minus8119909
3+ 11990912
le 0
1198927 () = minus2119909
4minus 1199095+ 11990910
le 0
1198928 () = minus2119909
6minus 1199097+ 11990911
le 0
1198929 () = minus2119909
8minus 1199099+ 11990912
le 0
(A1)
where the bounds are 0 le 119909119894le 1 (119894 = 1 9) 0 le 119909
119894le 100
(119894 = 10 11 12) and 0 le 11990913
le 1 The global optimum is atlowast = (1 1 1 1 1 1 1 1 1 3 3 3 1) with
where 0 le 119909119894le 10 (119894 = 1 2 3) and 119901 119902 119903 = 1 2 9 A
point (1199091 1199092 1199093) is feasible if and only if there exist 119901 119902 119903
such that the above inequality holds The optimum solutionis lowast = (5 5 5) with 119891(lowast) = 1
B Engineering Design Problems
B1 Welded Beam Design Problem A welded beam isdesigned for the minimum cost subject to constraints onshear stress (120591) bending stress in the beam (120579) bucking load
Mathematical Problems in Engineering 13
on the bar (119875119888) end deflection of the beam (120575) and side
constraintsThere are four design variables ℎ(1199091) 119897(1199092) 119905(1199093)
14 in 119864 = 30 times 106 psi 119866 = 12 times 106 psi 120591max = 13 600 psi120590max = 30 000 psi 120575max = 025 in 01 le 119909
1le 2
01 le 1199092le 10 01 le 119909
3le 10 01 le 119909
4le 2
B2 TensionCompression String Design Problem In thisproblem the objective is to minimize the weight of a ten-sioncompression spring subject to constraints on minimumdeflection shear stress surge frequency and limits on outsidediameter and on design variablesThe design variables are themean coil diameter 119863(119909
2) the wire diameter 119889(119909
1) and the
number of active coils 119875(1199093)
Minimize 119891 () = (1199093+ 2) 119909
211990921
subject to 1198921 () = 1 minus
119909321199093
7178511990941
le 0
1198922 () =
411990922minus 11990911199092
12566 (119909211990931minus 11990941)+
1
510811990921
minus 1 le 0
1198923 () = 1 minus
140451199091
119909221199093
le 0
1198924 () =
1199091+ 1199092
15minus 1 le 0
(B2)
where 005 le 1199091le 2 025 le 119909
2le 13 and 2 le 119909
3le 15
B3 Speed Reducer Design Problem
Minimize 119891 () = 07854119909111990922
times (3333311990923+ 149334119909
3minus 430934)
minus 15081199091(11990926+ 11990927) + 74777 (1199093
6+ 11990937)
+ 07854 (119909411990926+ 119909511990927)
subject to 1198921 () =
27
1199091119909221199093
minus 1 le 0
1198922 () =
3975
11990911199092211990923
minus 1 le 0
1198923 () =
19311990934
1199092119909461199093
minus 1 le 0
1198924 () =
19311990935
1199092119909471199093
minus 1 le 0
1198925 () =
[(745119909411990921199093)2+ 169 times 106]
12
11011990936
minus 1 le 0
1198926 () =
[(745119909511990921199093)2+ 1575 times 106]
12
8511990937
minus 1 le 0
1198927 () =
11990921199093
40minus 1 le 0
1198928 () =
51199092
1199091
minus 1 le 0
1198929 () =
1199091
121199092
minus 1 le 0
11989210 () =
151199096+ 19
1199094
minus 1 le 0
11989211 () =
111199097+ 19
1199095
minus 1 le 0
(B3)
where 26 le 1199091le 36 07 le 119909
2le 08 17 le 119909
3le 28 73 le
1199094le 83 73 le 119909
5le 83 29 le 119909
6le 39 and 50 le 119909
7le 55
B4 Three-Bar Truss Design Problem
Minimize 119891 () = (2radic21199091+ 1199092) times 119897
subject to 1198921 () =
radic21199091+ 1199092
radic211990921+ 211990911199092
119875 minus 120590 le 0
14 Mathematical Problems in Engineering
1198922 () =
1199092
radic211990921+ 211990911199092
119875 minus 120590 le 0
1198923 () =
1
radic21199092+ 1199091
119875 minus 120590 le 0
(B4)
where 0 le 1199091le 1 and 0 le 119909
2le 1 119897 = 100 cm 119875 = 2 kNcm2
and 120590 = 2 kNcm2
Conflict of Interests
The authors declare that there is no conflict of interestsregarding the publication of this paper
Acknowledgments
This research is supported by the Specialized Research Fundfor the Doctoral Program of Higher Education of Chinaunder Grant no 20120036130001 the Fundamental ResearchFunds for the Central Universities of China under Grantno 2014MS93 and the Independent Research Funds of StateKey Laboratory of Alternate Electrical Power System withRenewable Energy Sources of China under Grant no 201414
References
[1] D E GoldbergGenetic Algorithms in Search Optimization andMachine Learning Addison-Wesley Reading Mass USA 1989
[2] J Kennedy and R Eberhart ldquoParticle swarm optimizationrdquo inProceedings of the IEEE Conference on Neural Networks vol 4pp 1942ndash1948 November-December 1995
[3] R Storn and K Price ldquoDifferential evolutionmdasha simple andefficient heuristic for global optimization over continuousspacesrdquo Journal of Global Optimization vol 11 no 4 pp 341ndash359 1997
[4] R Storn ldquoSystem design by constraint adaptation and differen-tial evolutionrdquo IEEETransactions on Evolutionary Computationvol 3 no 1 pp 22ndash34 1999
[5] C Blum ldquoAnt colony optimization Introduction and recenttrendsrdquo Physics of Life Reviews vol 2 no 4 pp 353ndash373 2005
[6] D Karaboga and B Basturk ldquoA powerful and efficient algo-rithm for numerical function optimization artificial bee colony(ABC) algorithmrdquo Journal of Global Optimization vol 39 no 3pp 459ndash471 2007
[7] B Akay and D Karaboga ldquoArtificial bee colony algorithmfor large-scale problems and engineering design optimizationrdquoJournal of IntelligentManufacturing vol 23 no 4 pp 1001ndash10142012
[8] D Simon ldquoBiogeography-based optimizationrdquo IEEE Transac-tions on Evolutionary Computation vol 12 no 6 pp 702ndash7132008
[9] D Simon R Rarick M Ergezer and D Du ldquoAnalytical andnumerical comparisons of biogeography-based optimizationand genetic algorithmsrdquo Information Sciences vol 181 no 7 pp1224ndash1248 2011
[10] M M Sayed M S Saad H M Emara and E E Abou El-Zahab ldquoA novel method for PID tuning using a modifiedbiogeography-based optimization algorithmrdquo in Proceedings of
the 24th Chinese Control and Decision Conference (CCDC rsquo12)pp 1642ndash1647 Taiyuan China May 2012
[11] L Wang and Y Xu ldquoAn effective hybrid biogeography-basedoptimization algorithm for parameter estimation of chaoticsystemsrdquo Expert Systems with Applications vol 38 no 12 pp15103ndash15109 2011
[12] D Du and D Simon ldquoComplex system optimization usingbiogeography-based optimizationrdquo Mathematical Problems inEngineering vol 2013 Article ID 456232 17 pages 2013
[13] V K Panchal P Singh N Kaur and H Kundra ldquoBiogeographybased satellite image classificationrdquo International Journal ofComputer Science and Information Security vol 6 no 2 pp269ndash274 2009
[14] H Ma ldquoAn analysis of the equilibrium of migration models forbiogeography-based optimizationrdquo Information Sciences vol180 no 18 pp 3444ndash3464 2010
[15] W Gong Z Cai and C X Ling ldquoDEBBO a hybrid differentialevolution with biogeography-based optimization for globalnumerical optimizationrdquo Soft Computing vol 15 no 4 pp 645ndash665 2010
[16] H Ma and D Simon ldquoBlended biogeography-based optimiza-tion for constrained optimizationrdquo Engineering Applications ofArtificial Intelligence vol 24 no 3 pp 517ndash525 2011
[17] X Li and M Yin ldquoMulti-operator based biogeography basedoptimization withmutation for global numerical optimizationrdquoComputers andMathematics with Applications vol 64 no 9 pp2833ndash2844 2012
[18] X Li J Wang J Zhou and M Yin ldquoA perturb biogeographybased optimization with mutation for global numerical opti-mizationrdquo Applied Mathematics and Computation vol 218 no2 pp 598ndash609 2011
[19] I Boussaıd A Chatterjee P Siarry and M Ahmed-NacerldquoBiogeography-based optimization for constrained optimiza-tion problemsrdquo Computers and Operations Research vol 39 no12 pp 3293ndash3304 2012
[20] G Xiong D Shi and X Duan ldquoEnhancing the performance ofbiogeography-based optimization using polyphyletic migrationoperator and orthogonal learningrdquo Computers and OperationsResearch vol 41 pp 125ndash139 2014
[21] K Deb ldquoAn efficient constraint handling method for geneticalgorithmsrdquo Computer Methods in Applied Mechanics and Engi-neering vol 186 no 2ndash4 pp 311ndash338 2000
[22] WGuo LWang andQWu ldquoAn analysis of themigration ratesfor biogeography-based optimizationrdquo Information Sciencesvol 254 pp 111ndash140 2014
[23] D Simon ldquoThe Matlab code of biogeography-based optimiza-tionrdquo 2008 httpacademiccsuohioedusimondbbo
[24] M M Raghuwanshi and O G Kakde ldquoSurvey on multiob-jective evolutionary and real coded genetic algorithmsrdquo inProcessings of the 8th Asia Pacific Symposium on Intelligent andEvolutionary Systems pp 150ndash161 Cairns Australia December2004
[25] J Brest S Greiner B Boskovic M Mernik and V ZumerldquoSelf-adapting control parameters in differential evolution acomparative study on numerical benchmark problemsrdquo IEEETransactions on Evolutionary Computation vol 10 no 6 pp646ndash657 2006
[26] A Amirjanov ldquoThe development of a changing range geneticalgorithmrdquo Computer Methods in Applied Mechanics and Engi-neering vol 195 no 19 pp 2495ndash2508 2006
Mathematical Problems in Engineering 15
[27] H Liu Z Cai and Y Wang ldquoHybridizing particle swarm opti-mization with differential evolution for constrained numericaland engineering optimizationrdquoApplied Soft Computing Journalvol 10 no 2 pp 629ndash640 2010
[28] F Huang L Wang and Q He ldquoAn effective co-evolutionarydifferential evolution for constrained optimizationrdquo AppliedMathematics andComputation vol 186 no 1 pp 340ndash356 2007
[29] B Tessema and G G Yen ldquoA self adaptive penalty functionbased algorithm for constrained optimizationrdquo inOroceeding ofthe IEEE Congress on Evolutionary Computation (CEC 06) pp246ndash253 Vancouver Canada July 2006
[30] E Mezura-Montes and C C Coello ldquoA simple multimemberedevolution strategy to solve constrained optimization problemsrdquoIEEE Transactions on Evolutionary Computation vol 9 no 1pp 1ndash17 2005
[31] Q He and L Wang ldquoAn effective co-evolutionary particleswarm optimization for constrained engineering design prob-lemsrdquo Engineering Applications of Artificial Intelligence vol 20no 1 pp 89ndash99 2007
[32] M E Mezura and C C Coello ldquoUseful infeasible solutions inengineering optimizationwith evolutionary algorithmsrdquo inPro-ceedings of the 4thMexican International Conference onArtificialIntelligence pp 625ndash662 Monterrey Mexico November 2005
[33] K E Parsopoulos and M N Vrahatis ldquoUnified Particle SwarmOptimization for solving constrained engineering optimiza-tion problemsrdquo in Proceedings of the International Conferenceon Natural Computation (ICNC rsquo05) pp 582ndash591 ChangshaChina August 2005
[34] T Ray andKM Liew ldquoSociety and civilization an optimizationalgorithm based on the simulation of social behaviorrdquo IEEETransactions onEvolutionaryComputation vol 7 no 4 pp 386ndash396 2003
corresponding decision variables of two parent individualsbased on different weighting constants Li and Yin [17]proposed multiparent migration in which three consecutiveindividuals are chosen to generate three new individualsby basic BBO and then the new individuals are modifiedlike multiparent crossover in GA besides the mutationwas improved based on Gaussian operator Li et al [18]updated the decision variables not selected in migration bygenerating a perturbation from the neighborhood solutionsand Gaussian operator was integrated into mutation Wangand Xu [11] integrated DE mutation operator into migrationoperator of BBO and simplex search was introduced toimprove the searching accuracy Sayed et al [10] formednew decision variables of an offspring by combining corre-sponding decision variables from two different parents withweighted constants related to the rank of their fitness inmigration Boussaıd et al [19] proposed a new hybrid BBOin which new solutions are first generated by DE mutationand then modified by migration of original BBO Xiong etal [20] utilized four individualsrsquo features to construct a newsolution in proposed polyphyletic migration and orthogonallearning was introduced to further enhance converge speedtoward global optimum
In order to balance the exploration and exploitation ofBBO a new hybrid BBO called as HBBO is proposed inthe paper The unique points of HBBO are shown as thefollowing On one hand a new hybrid mutation operatorcombining DE mutation and SBX is presented in HBBOwhile operators of EAs are often hybridized with migrationoperator in most of BBO variants On the other handHBBO provides a new method to extend BBO to optimizeconstrained problems well due to only a few BBO variantsavailable for constrained optimization in previous literaturesIn addition DE is applied to evolve one half of populationto improve convergence speed further and chaotic search isintroduced to enhance the diversity of population Experi-ments have been conducted on twelve benchmark functionsand four engineering optimization problems and HBBO iscompared with many other state-of-the-art algorithms fromthe quality of solutions obtained and computational costFurthermore the influence of maximum mutation rate onHBBO is studied
The rest of the paper is organized as follows Constrainedoptimization basic BBO mutation strategies of DE andSBX are briefly introduced in Section 2 In Section 3the HBBO method proposed in the paper is specificallydepictedThe comparisonwith six state-of-the-art algorithmson twelve benchmark functions is presented in Section 4 InSection 5 HBBO is compared with other methods on fourwell known engineering optimization problems Section 6further demonstrates the efficiency of HBBO and presentsthe investigation on the influence ofmaximummutation rateFinally the work is concluded in Section 7
2 Preliminary
21 Constrained Optimization Constrained optimizationsare always inevitable in scientific study and engineering
design A general constrained optimization problem can bewritten as the following
Minimize 119891 (x)
subject to 119892119894 (x) le 0 119894 = 1 2 119901
ℎ119895 (x) = 0 119895 = 1 2 119902
(1)
where x represents the solution vector x = [1199091 1199092
119909119863]119879 119863 is the dimensionality of a solution in the paper 119901
is the number of inequality constraints and 119902 is the numberof equality constraints In common practice equality con-straints are often transformed to inequality constraints with agiven small tolerance 120575 For example the equality constraintabove can be converted to |ℎ
119894(x)| le 120575 In the paper the
feasible-based rule byDeb [21] is applied to handle constraintIn the constraint handling mechanism fitness value andconstraint violation are considered separately based on thefollowing criterions (a) any feasible solution is preferred toany infeasible solution (b) between two feasible solutionsthe one having smaller objective function value is preferred(c) between two infeasible solutions the one having smallerconstraint violation is preferred
22 Biogeography Based Optimization Biogeography is thestudy of the distribution of species on earth surface overtime BBO is proposed based on the mathematical model ofbiogeography by Simon in 2008 [8] In BBO every solution isanalogous to a habit habit suitability index (HSI) is utilizedto measure habits just like fitness function in other EAs theelements that characterize habitability are called suitabilityindex variables (SIVs) which are identical to the decisionvariables in other EAs A good solution is similar to a habitatwith high HSI which have a large number of species and viceversa The species in habitats with high HSI tend to emigrateto habitats with low HSI That is habitats with high HSI tendto share their features while habitats with lowHSI are inclinedto accept the features from good habitats
In BBO each individual evolves by immigration andmutation operator The SIVs of individuals are probabilisti-cally shared in migration operator as shown in Algorithm 1where 119883
119894119895is the jth SIV of ith individual in the population
120582119894here represents the immigration rate of 119883
119894 and 120583
119896is the
emigration rate of 119883119896 which are related to the number of
species in the corresponding habitat NP is the populationsize in the paper
The following mathematical model is applied to calculateimmigration rate and emigration rate owing to its outstand-ing performance in [22]
120582119894= 119868 (1 minus
119878119894
119899)
120583119894= 119864(
119878119894
119899)2
(2)
where 119878119894is the number of species in habitat 119883
119894 119868 and 119864
are respectively the maximum value of immigration andemigration rate 119899 is equal to 119878max
Mathematical Problems in Engineering 3
Target individual119883119894for migration
For 119895 = 1 to119863 doSelect119883
119894119895with probabilityprop 120582
119894
If119883119894119895is selected
For 119896 = 1 to NP doSelect119883
119896with probabilityprop 120583
119896
If119883119896is selected
Replace119883119894119895with119883
119896119895
End ifEnd for
End ifEnd for
Algorithm 1 Migration operator
Target individual119883119894for mutation
For 119895 = 1 to119863Select119883
119894119895based on119898
119894
If119883119894119895is selectedReplace it with a randomly generated SIV
End ifEnd for
Algorithm 2 Mutation operator
In mutation operator it is probabilistically decidedwhether or not to replace each SIV in a solution by a randomlygenerated SIV in the light of mutation rate The detail ofmutation operator is shown inAlgorithm2Themutation ratem can be calculated as follows
119898119894= 119898max (1 minus
119875119894
119875max) (3)
where 119875max = max(119875119894) 119875119894represents the priori probability of
existence for ith individual119898max is a user-defined parameterwhich represents the maximummutation rate
More details about basic BBO can be found in [8 23]
23 Differential Evolution DE algorithm is a population-based stochastic search method proposed by Storn and Pricein 1997 [3] Due to simple structure few parameters easyuse and fast convergence speed DE has obtained wideapplication in various regions DE generates new individualsby perturbing a randomly chosen individual with weighteddifferences for some couples of different individuals Onlywhen the offspring outperforms corresponding parent theoffspring survives as the parent for next generationMutationoperator is the most important part in DE In this partonly three widely applied mutation strategies are brieflyintroduced as follows
where 119883119892is the best individual in population 119903
1 1199032 1199033are
uniformly distributed different numbers in the range [1NP]119865 is mutation scaling factor119884 represents the new individualsgenerated by mutation operator
24 SBX of GA Genetic algorithms simulate the evolutionalprocess in nature to solve optimization problems In GAsome good individuals are chosen based on Debrsquos feasible-based rule Different individuals can share information incrosser operator SBX is one of the most popular crosseroperators which can explore the neighborhood region ofparent individual as follows
1198621119895
=1
2[(1 minus 120573
119895) 119875119886119903119890119899119905
1119895+ (1 + 120573
119895) 119875119886119903119890119899119905
2119895] (7)
1198622119895
=1
2[(1 + 120573
119895) 119875119886119903119890119899119905
1119895+ (1 minus 120573
119895) 119875119886119903119890119899119905
2119895] (8)
where 119862119894119895is the jth decision variable of the ith offspring
individual 119875119886119903119890119899119905119894119895is the jth decision variable of ith parent
individual selected 120573 can be obtained by the randomnumber119906 in [0 1] based on (9) where 120578 is the distribution index forcrossover The detail of SBX can be found in [24] Considerthe following
120573 (119906) =
(2119906)1(120578+1) if 119906 le 051
[2 (1 minus 119906)]1(120578+1)if 119906 gt 05
(9)
3 Proposed Algorithm HBBO
In mutation operator of basic BBO SIVs are replaced prob-abilistically by new SIVs randomly generated Although themutation of BBO can improve the diversity of populationthe random operation brings blindness to search To modifythe defect a new hybrid mutation operator is proposed inwhich DE mutation operator and SBX are mixed to generatepromising SIV as shown in Algorithm 3 From Algorithm 3it can been seen that two candidate SIVs are generated foreach SIV mutated one is gotten by DE rand1 mutation andthe other by SBX One point should be stated specially 119883
1199031
in DE rand1 mutation and 1198751198861199031198901198991199051and 119875119886119903119890119899119905
2in SBX are
all randomly selected from the first half of parent populationwhich is sorted based on Debrsquos feasible rule (better one infront)119883
1199032
1198831199033
in DE rand1mutation are randomly selectedfrom the whole populationThe core idea of hybrid mutationis based on the following considerations First owing towell-known performance in locating the region of globaloptimum DE mutation can explore new search space withmore clear direction towards global optimum instead of therandom mutation in the original BBO Second SBX canexplore the neighbor region of parent individual so that itcan be combined with DE to explore search space efficientlyThird the combination of DE mutation and SBX can balancethe exploitation ability of BBO
4 Mathematical Problems in Engineering
Target individual119883119894for mutation
For 119895 = 1 to119863If119883119894119895is selected for mutation as basic BBOGet two candidate SIVs of offspring(1) Get a temp SIV by DE rand1mutation(2) If rand lt 05 (rand is random number in [0 1])
Get another temp SIV by (7)Else
Get another temp SIV by (8)End if
Elsethe 119895th SIV of 119894th individual in population Island survives as SIV of offspring(population Island contains new individuals gotten by migration operator)
End ifEnd forTwo temp offspring individuals are gotten for119883
119894 and the better one survives as offspring
Algorithm 3 Hybrid mutation operator
In order to speed up convergence DE is furtherhybridized with BBO The first half of parent populationalso evolves by two DE mutation strategies (rand1 and randto best1) and two new individuals are generated for eachone in the first half The best one among these two newindividuals and corresponding parent individual survivesto replace corresponding one in the second half of parentpopulation
For convenience and easy use self-adaption mechanismfor mutation scaling factor of DE proposed in [25] is appliedin which each individual is given an independent mutationscaling factor The self-adaption mechanism is written asfollows
119865119866+1119894
= 119865119897+ 119903119886119899119889
1sdot 119865119906
if 1199031198861198991198892lt 03
119865119866119894
otherwise(10)
where 119865119866+1119894
represents mutation scaling factor for ith indi-vidual in (119866+1)th generation119865119866
119894representsmutation scaling
factor for ith individual inGth generation119865119897119865119906are the lower
boundary and the change range of mutation scaling factorrespectively and 119903119886119899119889
1and 119903119886119899119889
2are uniformly distributed
numbers in [0 1]Based on unique ergodicity inherent stochastic property
and irregular chaos chaotic search can reach each situationin given space so that it can contribute to the escape from thelocal optimum and is often integrated into EAs to enhanceglobal search ability Hence the chaotic search is brought infor the first half of population In the paper logistic maps areused to generate chaotic sequences as follows
119882119894+1119895
= 120576 sdot 119882119894119895sdot (1 minus 119882
where1198831015840119894is the new individual generated by chaotic search for
119883119894119877119866 represents the search radium vector inGth generation
each dimension in 119877119866 represents the search radium for thevariables in corresponding dimension of solutions in parentpopulation
In the initial phase large chaotic search radium is helpfulfor escape from the local optimum small chaotic searchradium can improve the accuracy of search at the later stageof evolution The search radium 119877119866
where 119897119887119895 119906119887119895are respectively the lower boundary and upper
boundary of jth decision variable randnumj is uniformlydistributed number in [0 1] in each dimension
The whole procedure of HBBO is described in Algo-rithm 4 in detail From Algorithm 4 it can be seen thatoperations are mainly concentrated on the first half ofpopulation It can be explained as follows First the con-vergence speed can be improved by focusing operations onthe first half Second the information of the second half
Mathematical Problems in Engineering 5
Generate the initial population POP and vector 119865 of mutation scaling factorsEvaluate the fitness and constraint violations of each individual in POPFor each generation do
Sort the individuals in POP based on Debrsquos feasibility-based rule (better in front)For each one in POPrsquos first half
Get two new individuals by two DE mutation strategies (rand1 rand to best1)Evaluate the fitness value and constraint violations of these two new individualsAmong these two new individuals and corresponding parent individual the best one is stored into populationTempbest
End forUpdate the vector 119875 of prior probabilityFor each one in the first half of POP
Generate a new individual by Algorithm 1 and store it into population IslandEnd forFor each one in the first half of POP
Get one offspring by Algorithm 3 and replace the corresponding individual in population Island with itEnd forGo on chaotic search for the first half of POP and the new individuals generated are stored into population tempIslandMake a contrast between the corresponding ones in Island and tempIsland and the first half of POP the best one survivesas the corresponding one in POP for next generationThe population Tempbest replace the second half of POP as the parent ones for next generationUpdate 119865 119877 by (10) (13) respectively
End for
Algorithm 4 Hybrid biogeography based optimization
Table 1 Main characteristics of the twelve selected benchmark functions
Benchmark function 119863 Type of objective function 120588 LI NI NE 119886
is also utilized in migration and hybrid mutation operatorto generate promising solutions Third the risk of trappinginto stagnation brought by concentration of operations canbe relieved by chaotic search Consequently the focus ofoperations can make the search of HBBO efficient
4 Simulation Tests on Benchmark Functions
41 Parameter Setting and Statistical Results Obtained byHBBO In order to validate the performance of the proposedHBBO on numerical optimization twelve benchmark testfunctions are adopted The selected benchmark problemspropose a good challenge and measure for constrainedoptimization techniques Main characteristics of the selectedbenchmark functions are shown in detail in Table 1 where
119863 is the dimensionality of a solution for test function 120588represents the ratio of feasible region to search space NIis the number of nonlinear inequality constraints LI is thenumber of linear inequality constraints NE is the numberof nonlinear equality constraints and 119886 is the number ofconstraints active at the optimal solution The 120588 metric canbe computed as the following
120588 =|119865|
|119878| (15)
where |119878| is the number of solutions generated randomly(|119878| = 1000000 in the paper) and |119865| is the number of feasiblesolutions found in all the solutions randomly generated Allthe benchmark functions selected are depicted explicitly inAppendix A
6 Mathematical Problems in Engineering
Table 2 Statistic results for twelve benchmark functions obtained by HBBO
Function Optimal Best Mean Median Worst SD FFEsG01 minus15 minus15 minus14799953 minus15 minus13 610119864 minus 1 50100G02 minus0803619 minus08036179 minus07805965 minus07852652 minus07330360 1870119864 minus 2 75200G03 minus1 minus10050100 minus10050100 minus10050100 minus10050100 288119864 minus 12 150100G04 minus30665539 minus3066553867 minus306655387 minus306655387 minus306655387 111119864 minus 11 37600G05 51264981 51264842 51264842 51264842 51264842 923119864 minus 4 375100G06 minus696181388 minus696181388 minus696181388 minus696181388 minus696181388 370119864 minus 12 50100G07 243062091 243062091 243062091 243062091 243062091 649119864 minus 10 125400G08 minus0095825 minus0095825 minus0095825 minus0095825 minus0095825 106119864 minus 17 10100G09 680630057 680630057 680630057 680630057 680630057 516119864 minus 13 75100G10 7049248021 7049248021 7049248021 7049248021 7049248021 108119864 minus 7 137600G11 075 074990 074990 074990 074990 113119864 minus 16 75100G12 minus1 minus1 minus1 minus1 minus1 0 12600
For each test function we performed 30 independentruns in matlab 70 The parameters of HBBO for experimentsare set as follows 119864 = 119868 = 1 is chosen as recommendedin [8] 119898max is set to be 08 which is much bigger than thecorresponding value in basic BBO because big 119898max canimprove mutation probabilities of individuals in populationand enhance population diversity based on the suggestionsof mutation factor in DE in [3] and numerous experiments119865119897= 075 and 119865
119906= 015 are chosen 120578 = 20 is chosen in the
light of the effect of 120578 on the search ability of SBX [24]Through various tests an appropriate set of population
size NP for all the selected functions is found with whichHBBO can present desirable performance In the set foundpopulation size NP for each benchmark function is given asthe following 200 for G02 150 for G07 and 100 for the rest ofbenchmark functions In each run themaximumgenerationsare given as the following 200 for G01 and G06 150 for G02and G04 600 for G03 1500 for G05 334 for G07 40 for G08300 for G09 and G11 550 for G10 and 50 for G12 In G03 andG05 the toleration value for equation constraint equals 0001as recommended in [19] the toleration value for equationconstraint of G11 is set to be 00001 as suggested in [26]
Table 2 summarizes the statistical features of results fortwelve test functions obtained by HBBO and number offitness function evaluations (FFEs) required From Table 2we can see that HBBO can get optimal solution in all 30 runsfor seven benchmark functions (G04 G06 G07 G08 G09G10 and G12) for G01 HBBO can get the optimal solutionsin some runs the best results obtained by HBBO are veryclose to the knownbest solution forG02 for three benchmarkfunctions (G03 G05 and G11) the results gained by HBBOare very close to the optimal solutions or the known bestsolution
42 Comparison with Other State-of-the-Art Methods In thispart the proposed approach HBBO is compared with othersix state-of-the-art optimization technologies
The following are the six state-of-the art optimizationtechnologies conventional BBO with DE mutation technol-ogy (CBO-DM) [19] hybrid PSO with DE strategy (PSO-DE) [27] coevolutionaryDE algorithm (CDE) [28] changing
range genetic algorithm (CRGA) [26] self-adaptive penaltyfunction based algorithm (SAPF) [29] and simple mul-timembered evolution strategy (SMES) [30] The statisticresults of other six approaches are compared with thatof HBBO in Table 3 which are gotten from the originalreferences The ldquoNArdquo in tables of the paper indicates theresults of compared algorithms are not available It should benoted that the best results obtained by algorithms are markedin boldface in the following tables As far as computationalcost is concerned CBO-DM SAPF CDE SMES respectivelyneed 350000 500000 248000 and 240000 FFEs for allthe test functions PSO-DE needs 70100 FFEs for G0417600 FFEs for G12 and 140100 FFEs for the rest of testfunctions 1350 to 68000 FFEs are required for CRGA thecomputational cost for CRGA is given in detail in [26]
With respect to CBO-DM a variant of BBO similarresults are obtained by HBBO for five functions (G04 G06G08 G09 and G12) in two functions (G07 G10) HBBO hasbetter performance in the respect of consideredmetrics (bestmean and worst) in G02 HBBO gets better best value withgreater variability the results of HBBO are obviously inferiorbut comparable for G01 the results obtained by HBBO areonly lightly inferior for three test functions (G03 G05 andG11) In addition the computational cost is far less than thatof CBO-DM for all selected benchmark functions exceptG05Consequently HBBO is powerful competitor for CBO-DMon constrained optimization
In contrast with other five state-of-the-art methods theperformance of HBBO is obviously inferior for function G01HBBO can get better or similar solutions for the selectedtest functions except for G01 G03 and G11 In G03 and G11the results obtained by HBBO are only lightly inferior tothose of SMES Furthermore the computational cost is verycompetitive with respect to othermethods for all selected testfunctions except G05
5 Simulation Tests on EngineeringOptimization Problems
In this part four well-known engineering optimization prob-lems are utilized to validate the performance of HBBO on
Mathematical Problems in Engineering 7
Table 3 Statistical features of results for twelve benchmark functions obtained by HBBO and other six state-of-the-art algorithms
Function Metrics HBBO CBO-DM PSO-DE CRGA SAPF SMES CDE
solving real-world optimization problems The four engi-neering optimization problems contain welded beam designproblem tensioncompression spring design problem speedreducer design problem and three-bar truss design problemwhich are listed in Appendix B Parameters in HBBO forthese four engineering optimization problems are as followspopulation size and maximum generations are respectively50 and 200 for welded beam design problem 50 and 350 fortensioncompression spring design problem 100 and 100 forspeed reducer design problem and 50 and 60 for three-bartruss design problem other parameters for HBBO are set inthe sameway as Section 4 For each engineering optimizationproblem 30 independent runs are performed Table 4 showedthe statistic results for the four engineering optimization
problems solved by HBBO We will evaluate performance ofHBBO in respect of the quality of results and computationalcost
In order to demonstrate the superiority of HBBO it iscompared with other state-of-the-art algorithms on the fourengineering problems Welded beam and tensioncompres-sion spring design problems are also attempted by PSO-DE[27] CDE [28] coevolutionary particle swarm optimization(CPSO) [31] (120583 + 120582)-evolutionary strategy ((120583 + 120582)-ES) [32]unified particle swarm optimization (UPSO) [33] and ABC[7] PSO-DE [27] (120583 + 120582)-ES [32] and ABC [7] have alsoalready performed on speed reducer design problem PSO-DE [27] and Ray and Liew [34] have also been applied tosolve three-bar truss design problem The comparison of
8 Mathematical Problems in Engineering
Table 4 Statistic results for four engineering optimization problems solved by HBBO
Engineering optimizationproblem Best Mean Median Worst SD FFEs
Welded beam design 1724852309 1724852309 1724852309 1724852309 114119864 minus 15 25050Tensioncompressionspring design 0012665233 0012665393 0012665234 0012666698 318119864 minus 07 43800
Table 5 Statistic results for welded beam design obtained byHBBOand other six state-of-the-art methods
Method Best Mean Worst FFEsHBBO 17248523 17248523 17248523 25050PSO-DE 17248531 17248579 17248811 33000CDE 1733461 1768158 1824105 240000CPSO 1728024 1748831 1782143 200000(120583 + 120582)-ES 1724852 1777692 NA 30000UPSO 192199 283721 NA 100000ABC 1724852 1741913 NA 30000
Table 6 Statistic results of HBBO and other six state-of-the-artmethods for tensioncompression spring design
Method Best Mean Worst FFEsHBBO 0012665233 0012665393 0012666698 43800PSO-DE 0012665233 0012665233 0012665233 42100CDE 00126702 0012703 0012790 240000CPSO 00126747 001273 0012924 200000(120583 + 120582)-ES 0012689 0013165 NA 30000UPSO 001312 002294 NA 100000ABC 0012665 0012709 NA 30000
Table 7 Statistic results of HBBO and other six state-of-the-artmethods for speed reducer design
Method Best Mean Worst FFEsHBBO 2996348165 2996348165 2996348165 25100PSO-DE 2996348165 2996348165 2996348166 70100(120583 + 120582)-ES 2996348 2996348 NA 30000ABC 2997058 2997058 NA 30000
statistical results and computational cost for four engineeringoptimization problems between HBBO and other algorithmsis shown in Tables 5 6 7 and 8
From Tables 5 6 7 and 8 it can be seen that HBBOoutperforms other compared algorithms for the given engi-neering optimization problems except tensioncompressionspring design problem for which PSO-DE has best per-formance For tensioncompression spring design problemHBBO get similar best result and the mean and worst resultsof it are just lightly inferior in contrast with PSO-DE
Table 8 Statistic results of HBBO and other six state-of-the-artmethods for three-bar truss design
Method Best Mean Worst FFEsHBBO 26389584338 26389584338 26389584338 7550PSO-DE 26389584338 26389584338 26389584338 17600Ray andLiew 26389584654 26390335672 26396975638 17610
6 Discussions
In this part HBBO is compared with the original BBOand self-adapting DE (SADE) to demonstrate the searchingefficiency of HBBO further In addition the influence ofmaximum mutation rate on searching efficiency of HBBO isinvestigated
61 Comparison with the Original BBO and SADE Thedetail of the original BBO can be gotten from [8] andSADE proposed in [25] is compared Specific parametersetting of these two algorithms is the same as the originalreferences while the parameters related to test functions suchas population size and constraint tolerance are in accordancewith Section 4Debrsquos feasible rule is applied inBBOand SADEto handle constraint Here HBBO is adopted in an identicalway as described in Section 4
Figure 1 illustrates typical evolution processes of objectivefunction value of best solution in population when fourbenchmark functions (G02 G03 G07 and G09) are respec-tively solved by HBBO BBO and SADE From Figure 1it can be seen that HBBO have fastest convergence speedwhile BBO is often trapped into stagnation So it can beconcluded that the exploration and exploitation of BBO arewell enhanced and balanced by new mutation operator andfurther hybridization with DE and chaotic search
62 Influence of Maximum Mutation Rate on HBBO Themaximum value of mutation rate 119898max is related to theprobability that individuals mutate by new hybrid mutationoperator so that it affects the balance degree of explorationand exploitation of HBBO In order to investigate the effect of119898max on search efficiency of HBBO119898max is set to be differentvalues including 005 01 04 08 and 1 The investigationexperiments are performed on five benchmark functions(G01 G02 G03 G07 and G10)
Mathematical Problems in Engineering 9
0 1 2 3 4 5 6 7 8NFFEs
Valu
e of o
bjec
tive f
unct
ion
G02
minus09
minus08
minus07
minus06
minus05
minus04
minus03
minus02
minus01
times10
4
(a) G02
0 2 4 6 8 10 12 14 16
0
NFFEs
Valu
e of o
bjec
tive f
unct
ion
G03
minus2
minus18
minus16
minus14
minus12
minus1
minus08
minus06
minus04
minus02
times10
4
(b) G03
2 4 6 8 10 12 1420
25
30
35
40
45
50
55
60
NFFEs
Loga
rithm
ic v
alue
of o
bjec
tive f
unct
ion
G07
HBBOSADEBBO
times10
4
(c) G07
1 2 3 4 5 6 7 8680
685
690
695
700
705
710
715
720
725
730
NFFEs
Valu
e of o
bjec
tive f
unct
ion
G09
HBBOSADEBBO
times10
4
(d) G09
Figure 1 Objective function value curves of four test functions solved by HBBO SADE and BBO
The other parameters are in accordance with descriptionin Section 4 For each value of119898max and test function we per-form 30 independent runs The statistical features of resultsobtained by HBBO with different 119898max are summarized inTable 9
From Table 9 we can see that the value of 119898max hassignificant influence on search efficiency of HBBO Theinfluence can be stated from three respects as the followingFirst HBBO with different value of 119898max has differentperformance on the five test functions Second HBBO withtoo small or too big 119898max could not solve the selected testfunctions well while HBBO with middle value of 119898max hasbetter comprehensive performance Third the fittest 119898maxfor each test function is different The influence above may
be explained as follows Too small 119898max cannot balance theexploitation of BBO well while too big 119898max will destroy theexploitation of BBO different test functions have differentcharacteristics so that they have different requirements ofexploration and exploitation of optimization algorithm
7 ConclusionsThe paper proposes a new hybrid biogeography based opti-mization (HBBO) for constrained optimization For thepresented algorithm HBBO a new mutation operator wasproposed to generate promising solutions by merging DEmutation with SBX a half of the population also evolved bytwomutation strategies ofDE Chaotic searchwas introduced
10 Mathematical Problems in Engineering
Table 9 Statistical features of the results obtained by HBBO with different119898max
Best minus15 minus15 minus15 minus15 minus15Mean minus14666665 minus14633610 minus14600000 minus14799953 minus14632939Worst minus12999949 minus12008289 minus13 minus13 minus12SD 758119864 minus 1 849119864 minus 1 814119864 minus 1 610E minus 1 850119864 minus 1
G02
Best minus08036071 minus08036171 minus08036185 minus08036179 minus08036173Mean minus07780832 minus07787019 minus07799297 minus07805965 minus07775819Worst minus071807066 minus07501355 minus07248475 minus07330360 minus07225584SD 203119864 minus 2 158E minus 2 183119864 minus 2 187119864 minus 2 219119864 minus 2
G03
Best minus10044781 minus10050100 10050100 10050100 minus10050100Mean minus07515293 minus10050100 10050100 10050100 minus10050100Worst minus02971747 minus10050100 10050100 10050100 minus10050100SD 23119864 minus 1 253119864 minus 10 410119864 minus 10 288E minus 12 539119864 minus 12
G07
Best 243062091 243062091 243062091 243062091 243062091Mean 243062100 243062091 243062091 243062091 243062091Worst 243062351 243062091 243062091 243062091 243062091SD 474119864 minus 6 700119864 minus 10 235E minus 10 649119864 minus 10 797119864 minus 10
G10
Best 7049248021 7049248021 7049248021 7049248021 7049248021Mean 7054178611 7049248022 7049248021 7049248021 7049248027Worst 7194608835 7049248076 7049248021 7049248021 7049248200SD 2652 102119864 minus 5 420E minus 8 108119864 minus 7 327119864 minus 5
for escape from stagnation and Debrsquos feasibility-based rulewas applied to handle constraints Furthermore self-adaptionmechanism for themutation scaling factor of DE was utilizedto avoid bothering of choosing an appropriate parameter
Simulation experiments were performed on twelvebenchmark test functions and four well-known engineeringoptimization problems HBBO can obtain better or compara-ble results in contrast with other state-of-the-art optimizationtechnologies At the same time the low computation cost isthe obvious advantage of our HBBO In short HBBO is aneffective and efficient method for constrained optimizationIn addition the influence of maximum mutation rate wasinvestigated and the results demonstrate HBBO with maxi-mummutation rate ofmiddle value has better comprehensiveperformance
Maximum immigration rate 119868 and emigration rate 119864affect the migration probability and the prior probability ofexistence for individuals in population How to select thefittest 119864 and 119868 for HBBO will be one possible focus of ourresearch in the future Besides HBBO will be extended tomultiobjectives optimization
Appendices
A Benchmark Test Functions
A1 G01
Minimize 119891 () = 54
sum119894=1
119909119894minus 54
sum119894=1
1199092119894minus13
sum119894=5
119909119894
subject to 1198921 () = 2119909
1+ 21199092+ 11990910
+ 11990911
minus 10 le 0
1198922 () = 2119909
1+ 21199093+ 11990910
+ 11990912
minus 10 le 0
1198923 () = 2119909
2+ 21199093+ 11990911
+ 11990912
minus 10 le 0
1198924 () = minus8119909
1+ 11990910
le 0
1198925 () = minus8119909
2+ 11990911
le 0
1198926 () = minus8119909
3+ 11990912
le 0
1198927 () = minus2119909
4minus 1199095+ 11990910
le 0
1198928 () = minus2119909
6minus 1199097+ 11990911
le 0
1198929 () = minus2119909
8minus 1199099+ 11990912
le 0
(A1)
where the bounds are 0 le 119909119894le 1 (119894 = 1 9) 0 le 119909
119894le 100
(119894 = 10 11 12) and 0 le 11990913
le 1 The global optimum is atlowast = (1 1 1 1 1 1 1 1 1 3 3 3 1) with
where 0 le 119909119894le 10 (119894 = 1 2 3) and 119901 119902 119903 = 1 2 9 A
point (1199091 1199092 1199093) is feasible if and only if there exist 119901 119902 119903
such that the above inequality holds The optimum solutionis lowast = (5 5 5) with 119891(lowast) = 1
B Engineering Design Problems
B1 Welded Beam Design Problem A welded beam isdesigned for the minimum cost subject to constraints onshear stress (120591) bending stress in the beam (120579) bucking load
Mathematical Problems in Engineering 13
on the bar (119875119888) end deflection of the beam (120575) and side
constraintsThere are four design variables ℎ(1199091) 119897(1199092) 119905(1199093)
14 in 119864 = 30 times 106 psi 119866 = 12 times 106 psi 120591max = 13 600 psi120590max = 30 000 psi 120575max = 025 in 01 le 119909
1le 2
01 le 1199092le 10 01 le 119909
3le 10 01 le 119909
4le 2
B2 TensionCompression String Design Problem In thisproblem the objective is to minimize the weight of a ten-sioncompression spring subject to constraints on minimumdeflection shear stress surge frequency and limits on outsidediameter and on design variablesThe design variables are themean coil diameter 119863(119909
2) the wire diameter 119889(119909
1) and the
number of active coils 119875(1199093)
Minimize 119891 () = (1199093+ 2) 119909
211990921
subject to 1198921 () = 1 minus
119909321199093
7178511990941
le 0
1198922 () =
411990922minus 11990911199092
12566 (119909211990931minus 11990941)+
1
510811990921
minus 1 le 0
1198923 () = 1 minus
140451199091
119909221199093
le 0
1198924 () =
1199091+ 1199092
15minus 1 le 0
(B2)
where 005 le 1199091le 2 025 le 119909
2le 13 and 2 le 119909
3le 15
B3 Speed Reducer Design Problem
Minimize 119891 () = 07854119909111990922
times (3333311990923+ 149334119909
3minus 430934)
minus 15081199091(11990926+ 11990927) + 74777 (1199093
6+ 11990937)
+ 07854 (119909411990926+ 119909511990927)
subject to 1198921 () =
27
1199091119909221199093
minus 1 le 0
1198922 () =
3975
11990911199092211990923
minus 1 le 0
1198923 () =
19311990934
1199092119909461199093
minus 1 le 0
1198924 () =
19311990935
1199092119909471199093
minus 1 le 0
1198925 () =
[(745119909411990921199093)2+ 169 times 106]
12
11011990936
minus 1 le 0
1198926 () =
[(745119909511990921199093)2+ 1575 times 106]
12
8511990937
minus 1 le 0
1198927 () =
11990921199093
40minus 1 le 0
1198928 () =
51199092
1199091
minus 1 le 0
1198929 () =
1199091
121199092
minus 1 le 0
11989210 () =
151199096+ 19
1199094
minus 1 le 0
11989211 () =
111199097+ 19
1199095
minus 1 le 0
(B3)
where 26 le 1199091le 36 07 le 119909
2le 08 17 le 119909
3le 28 73 le
1199094le 83 73 le 119909
5le 83 29 le 119909
6le 39 and 50 le 119909
7le 55
B4 Three-Bar Truss Design Problem
Minimize 119891 () = (2radic21199091+ 1199092) times 119897
subject to 1198921 () =
radic21199091+ 1199092
radic211990921+ 211990911199092
119875 minus 120590 le 0
14 Mathematical Problems in Engineering
1198922 () =
1199092
radic211990921+ 211990911199092
119875 minus 120590 le 0
1198923 () =
1
radic21199092+ 1199091
119875 minus 120590 le 0
(B4)
where 0 le 1199091le 1 and 0 le 119909
2le 1 119897 = 100 cm 119875 = 2 kNcm2
and 120590 = 2 kNcm2
Conflict of Interests
The authors declare that there is no conflict of interestsregarding the publication of this paper
Acknowledgments
This research is supported by the Specialized Research Fundfor the Doctoral Program of Higher Education of Chinaunder Grant no 20120036130001 the Fundamental ResearchFunds for the Central Universities of China under Grantno 2014MS93 and the Independent Research Funds of StateKey Laboratory of Alternate Electrical Power System withRenewable Energy Sources of China under Grant no 201414
References
[1] D E GoldbergGenetic Algorithms in Search Optimization andMachine Learning Addison-Wesley Reading Mass USA 1989
[2] J Kennedy and R Eberhart ldquoParticle swarm optimizationrdquo inProceedings of the IEEE Conference on Neural Networks vol 4pp 1942ndash1948 November-December 1995
[3] R Storn and K Price ldquoDifferential evolutionmdasha simple andefficient heuristic for global optimization over continuousspacesrdquo Journal of Global Optimization vol 11 no 4 pp 341ndash359 1997
[4] R Storn ldquoSystem design by constraint adaptation and differen-tial evolutionrdquo IEEETransactions on Evolutionary Computationvol 3 no 1 pp 22ndash34 1999
[5] C Blum ldquoAnt colony optimization Introduction and recenttrendsrdquo Physics of Life Reviews vol 2 no 4 pp 353ndash373 2005
[6] D Karaboga and B Basturk ldquoA powerful and efficient algo-rithm for numerical function optimization artificial bee colony(ABC) algorithmrdquo Journal of Global Optimization vol 39 no 3pp 459ndash471 2007
[7] B Akay and D Karaboga ldquoArtificial bee colony algorithmfor large-scale problems and engineering design optimizationrdquoJournal of IntelligentManufacturing vol 23 no 4 pp 1001ndash10142012
[8] D Simon ldquoBiogeography-based optimizationrdquo IEEE Transac-tions on Evolutionary Computation vol 12 no 6 pp 702ndash7132008
[9] D Simon R Rarick M Ergezer and D Du ldquoAnalytical andnumerical comparisons of biogeography-based optimizationand genetic algorithmsrdquo Information Sciences vol 181 no 7 pp1224ndash1248 2011
[10] M M Sayed M S Saad H M Emara and E E Abou El-Zahab ldquoA novel method for PID tuning using a modifiedbiogeography-based optimization algorithmrdquo in Proceedings of
the 24th Chinese Control and Decision Conference (CCDC rsquo12)pp 1642ndash1647 Taiyuan China May 2012
[11] L Wang and Y Xu ldquoAn effective hybrid biogeography-basedoptimization algorithm for parameter estimation of chaoticsystemsrdquo Expert Systems with Applications vol 38 no 12 pp15103ndash15109 2011
[12] D Du and D Simon ldquoComplex system optimization usingbiogeography-based optimizationrdquo Mathematical Problems inEngineering vol 2013 Article ID 456232 17 pages 2013
[13] V K Panchal P Singh N Kaur and H Kundra ldquoBiogeographybased satellite image classificationrdquo International Journal ofComputer Science and Information Security vol 6 no 2 pp269ndash274 2009
[14] H Ma ldquoAn analysis of the equilibrium of migration models forbiogeography-based optimizationrdquo Information Sciences vol180 no 18 pp 3444ndash3464 2010
[15] W Gong Z Cai and C X Ling ldquoDEBBO a hybrid differentialevolution with biogeography-based optimization for globalnumerical optimizationrdquo Soft Computing vol 15 no 4 pp 645ndash665 2010
[16] H Ma and D Simon ldquoBlended biogeography-based optimiza-tion for constrained optimizationrdquo Engineering Applications ofArtificial Intelligence vol 24 no 3 pp 517ndash525 2011
[17] X Li and M Yin ldquoMulti-operator based biogeography basedoptimization withmutation for global numerical optimizationrdquoComputers andMathematics with Applications vol 64 no 9 pp2833ndash2844 2012
[18] X Li J Wang J Zhou and M Yin ldquoA perturb biogeographybased optimization with mutation for global numerical opti-mizationrdquo Applied Mathematics and Computation vol 218 no2 pp 598ndash609 2011
[19] I Boussaıd A Chatterjee P Siarry and M Ahmed-NacerldquoBiogeography-based optimization for constrained optimiza-tion problemsrdquo Computers and Operations Research vol 39 no12 pp 3293ndash3304 2012
[20] G Xiong D Shi and X Duan ldquoEnhancing the performance ofbiogeography-based optimization using polyphyletic migrationoperator and orthogonal learningrdquo Computers and OperationsResearch vol 41 pp 125ndash139 2014
[21] K Deb ldquoAn efficient constraint handling method for geneticalgorithmsrdquo Computer Methods in Applied Mechanics and Engi-neering vol 186 no 2ndash4 pp 311ndash338 2000
[22] WGuo LWang andQWu ldquoAn analysis of themigration ratesfor biogeography-based optimizationrdquo Information Sciencesvol 254 pp 111ndash140 2014
[23] D Simon ldquoThe Matlab code of biogeography-based optimiza-tionrdquo 2008 httpacademiccsuohioedusimondbbo
[24] M M Raghuwanshi and O G Kakde ldquoSurvey on multiob-jective evolutionary and real coded genetic algorithmsrdquo inProcessings of the 8th Asia Pacific Symposium on Intelligent andEvolutionary Systems pp 150ndash161 Cairns Australia December2004
[25] J Brest S Greiner B Boskovic M Mernik and V ZumerldquoSelf-adapting control parameters in differential evolution acomparative study on numerical benchmark problemsrdquo IEEETransactions on Evolutionary Computation vol 10 no 6 pp646ndash657 2006
[26] A Amirjanov ldquoThe development of a changing range geneticalgorithmrdquo Computer Methods in Applied Mechanics and Engi-neering vol 195 no 19 pp 2495ndash2508 2006
Mathematical Problems in Engineering 15
[27] H Liu Z Cai and Y Wang ldquoHybridizing particle swarm opti-mization with differential evolution for constrained numericaland engineering optimizationrdquoApplied Soft Computing Journalvol 10 no 2 pp 629ndash640 2010
[28] F Huang L Wang and Q He ldquoAn effective co-evolutionarydifferential evolution for constrained optimizationrdquo AppliedMathematics andComputation vol 186 no 1 pp 340ndash356 2007
[29] B Tessema and G G Yen ldquoA self adaptive penalty functionbased algorithm for constrained optimizationrdquo inOroceeding ofthe IEEE Congress on Evolutionary Computation (CEC 06) pp246ndash253 Vancouver Canada July 2006
[30] E Mezura-Montes and C C Coello ldquoA simple multimemberedevolution strategy to solve constrained optimization problemsrdquoIEEE Transactions on Evolutionary Computation vol 9 no 1pp 1ndash17 2005
[31] Q He and L Wang ldquoAn effective co-evolutionary particleswarm optimization for constrained engineering design prob-lemsrdquo Engineering Applications of Artificial Intelligence vol 20no 1 pp 89ndash99 2007
[32] M E Mezura and C C Coello ldquoUseful infeasible solutions inengineering optimizationwith evolutionary algorithmsrdquo inPro-ceedings of the 4thMexican International Conference onArtificialIntelligence pp 625ndash662 Monterrey Mexico November 2005
[33] K E Parsopoulos and M N Vrahatis ldquoUnified Particle SwarmOptimization for solving constrained engineering optimiza-tion problemsrdquo in Proceedings of the International Conferenceon Natural Computation (ICNC rsquo05) pp 582ndash591 ChangshaChina August 2005
[34] T Ray andKM Liew ldquoSociety and civilization an optimizationalgorithm based on the simulation of social behaviorrdquo IEEETransactions onEvolutionaryComputation vol 7 no 4 pp 386ndash396 2003
If119883119894119895is selectedReplace it with a randomly generated SIV
End ifEnd for
Algorithm 2 Mutation operator
In mutation operator it is probabilistically decidedwhether or not to replace each SIV in a solution by a randomlygenerated SIV in the light of mutation rate The detail ofmutation operator is shown inAlgorithm2Themutation ratem can be calculated as follows
119898119894= 119898max (1 minus
119875119894
119875max) (3)
where 119875max = max(119875119894) 119875119894represents the priori probability of
existence for ith individual119898max is a user-defined parameterwhich represents the maximummutation rate
More details about basic BBO can be found in [8 23]
23 Differential Evolution DE algorithm is a population-based stochastic search method proposed by Storn and Pricein 1997 [3] Due to simple structure few parameters easyuse and fast convergence speed DE has obtained wideapplication in various regions DE generates new individualsby perturbing a randomly chosen individual with weighteddifferences for some couples of different individuals Onlywhen the offspring outperforms corresponding parent theoffspring survives as the parent for next generationMutationoperator is the most important part in DE In this partonly three widely applied mutation strategies are brieflyintroduced as follows
where 119883119892is the best individual in population 119903
1 1199032 1199033are
uniformly distributed different numbers in the range [1NP]119865 is mutation scaling factor119884 represents the new individualsgenerated by mutation operator
24 SBX of GA Genetic algorithms simulate the evolutionalprocess in nature to solve optimization problems In GAsome good individuals are chosen based on Debrsquos feasible-based rule Different individuals can share information incrosser operator SBX is one of the most popular crosseroperators which can explore the neighborhood region ofparent individual as follows
1198621119895
=1
2[(1 minus 120573
119895) 119875119886119903119890119899119905
1119895+ (1 + 120573
119895) 119875119886119903119890119899119905
2119895] (7)
1198622119895
=1
2[(1 + 120573
119895) 119875119886119903119890119899119905
1119895+ (1 minus 120573
119895) 119875119886119903119890119899119905
2119895] (8)
where 119862119894119895is the jth decision variable of the ith offspring
individual 119875119886119903119890119899119905119894119895is the jth decision variable of ith parent
individual selected 120573 can be obtained by the randomnumber119906 in [0 1] based on (9) where 120578 is the distribution index forcrossover The detail of SBX can be found in [24] Considerthe following
120573 (119906) =
(2119906)1(120578+1) if 119906 le 051
[2 (1 minus 119906)]1(120578+1)if 119906 gt 05
(9)
3 Proposed Algorithm HBBO
In mutation operator of basic BBO SIVs are replaced prob-abilistically by new SIVs randomly generated Although themutation of BBO can improve the diversity of populationthe random operation brings blindness to search To modifythe defect a new hybrid mutation operator is proposed inwhich DE mutation operator and SBX are mixed to generatepromising SIV as shown in Algorithm 3 From Algorithm 3it can been seen that two candidate SIVs are generated foreach SIV mutated one is gotten by DE rand1 mutation andthe other by SBX One point should be stated specially 119883
1199031
in DE rand1 mutation and 1198751198861199031198901198991199051and 119875119886119903119890119899119905
2in SBX are
all randomly selected from the first half of parent populationwhich is sorted based on Debrsquos feasible rule (better one infront)119883
1199032
1198831199033
in DE rand1mutation are randomly selectedfrom the whole populationThe core idea of hybrid mutationis based on the following considerations First owing towell-known performance in locating the region of globaloptimum DE mutation can explore new search space withmore clear direction towards global optimum instead of therandom mutation in the original BBO Second SBX canexplore the neighbor region of parent individual so that itcan be combined with DE to explore search space efficientlyThird the combination of DE mutation and SBX can balancethe exploitation ability of BBO
4 Mathematical Problems in Engineering
Target individual119883119894for mutation
For 119895 = 1 to119863If119883119894119895is selected for mutation as basic BBOGet two candidate SIVs of offspring(1) Get a temp SIV by DE rand1mutation(2) If rand lt 05 (rand is random number in [0 1])
Get another temp SIV by (7)Else
Get another temp SIV by (8)End if
Elsethe 119895th SIV of 119894th individual in population Island survives as SIV of offspring(population Island contains new individuals gotten by migration operator)
End ifEnd forTwo temp offspring individuals are gotten for119883
119894 and the better one survives as offspring
Algorithm 3 Hybrid mutation operator
In order to speed up convergence DE is furtherhybridized with BBO The first half of parent populationalso evolves by two DE mutation strategies (rand1 and randto best1) and two new individuals are generated for eachone in the first half The best one among these two newindividuals and corresponding parent individual survivesto replace corresponding one in the second half of parentpopulation
For convenience and easy use self-adaption mechanismfor mutation scaling factor of DE proposed in [25] is appliedin which each individual is given an independent mutationscaling factor The self-adaption mechanism is written asfollows
119865119866+1119894
= 119865119897+ 119903119886119899119889
1sdot 119865119906
if 1199031198861198991198892lt 03
119865119866119894
otherwise(10)
where 119865119866+1119894
represents mutation scaling factor for ith indi-vidual in (119866+1)th generation119865119866
119894representsmutation scaling
factor for ith individual inGth generation119865119897119865119906are the lower
boundary and the change range of mutation scaling factorrespectively and 119903119886119899119889
1and 119903119886119899119889
2are uniformly distributed
numbers in [0 1]Based on unique ergodicity inherent stochastic property
and irregular chaos chaotic search can reach each situationin given space so that it can contribute to the escape from thelocal optimum and is often integrated into EAs to enhanceglobal search ability Hence the chaotic search is brought infor the first half of population In the paper logistic maps areused to generate chaotic sequences as follows
119882119894+1119895
= 120576 sdot 119882119894119895sdot (1 minus 119882
where1198831015840119894is the new individual generated by chaotic search for
119883119894119877119866 represents the search radium vector inGth generation
each dimension in 119877119866 represents the search radium for thevariables in corresponding dimension of solutions in parentpopulation
In the initial phase large chaotic search radium is helpfulfor escape from the local optimum small chaotic searchradium can improve the accuracy of search at the later stageof evolution The search radium 119877119866
where 119897119887119895 119906119887119895are respectively the lower boundary and upper
boundary of jth decision variable randnumj is uniformlydistributed number in [0 1] in each dimension
The whole procedure of HBBO is described in Algo-rithm 4 in detail From Algorithm 4 it can be seen thatoperations are mainly concentrated on the first half ofpopulation It can be explained as follows First the con-vergence speed can be improved by focusing operations onthe first half Second the information of the second half
Mathematical Problems in Engineering 5
Generate the initial population POP and vector 119865 of mutation scaling factorsEvaluate the fitness and constraint violations of each individual in POPFor each generation do
Sort the individuals in POP based on Debrsquos feasibility-based rule (better in front)For each one in POPrsquos first half
Get two new individuals by two DE mutation strategies (rand1 rand to best1)Evaluate the fitness value and constraint violations of these two new individualsAmong these two new individuals and corresponding parent individual the best one is stored into populationTempbest
End forUpdate the vector 119875 of prior probabilityFor each one in the first half of POP
Generate a new individual by Algorithm 1 and store it into population IslandEnd forFor each one in the first half of POP
Get one offspring by Algorithm 3 and replace the corresponding individual in population Island with itEnd forGo on chaotic search for the first half of POP and the new individuals generated are stored into population tempIslandMake a contrast between the corresponding ones in Island and tempIsland and the first half of POP the best one survivesas the corresponding one in POP for next generationThe population Tempbest replace the second half of POP as the parent ones for next generationUpdate 119865 119877 by (10) (13) respectively
End for
Algorithm 4 Hybrid biogeography based optimization
Table 1 Main characteristics of the twelve selected benchmark functions
Benchmark function 119863 Type of objective function 120588 LI NI NE 119886
is also utilized in migration and hybrid mutation operatorto generate promising solutions Third the risk of trappinginto stagnation brought by concentration of operations canbe relieved by chaotic search Consequently the focus ofoperations can make the search of HBBO efficient
4 Simulation Tests on Benchmark Functions
41 Parameter Setting and Statistical Results Obtained byHBBO In order to validate the performance of the proposedHBBO on numerical optimization twelve benchmark testfunctions are adopted The selected benchmark problemspropose a good challenge and measure for constrainedoptimization techniques Main characteristics of the selectedbenchmark functions are shown in detail in Table 1 where
119863 is the dimensionality of a solution for test function 120588represents the ratio of feasible region to search space NIis the number of nonlinear inequality constraints LI is thenumber of linear inequality constraints NE is the numberof nonlinear equality constraints and 119886 is the number ofconstraints active at the optimal solution The 120588 metric canbe computed as the following
120588 =|119865|
|119878| (15)
where |119878| is the number of solutions generated randomly(|119878| = 1000000 in the paper) and |119865| is the number of feasiblesolutions found in all the solutions randomly generated Allthe benchmark functions selected are depicted explicitly inAppendix A
6 Mathematical Problems in Engineering
Table 2 Statistic results for twelve benchmark functions obtained by HBBO
Function Optimal Best Mean Median Worst SD FFEsG01 minus15 minus15 minus14799953 minus15 minus13 610119864 minus 1 50100G02 minus0803619 minus08036179 minus07805965 minus07852652 minus07330360 1870119864 minus 2 75200G03 minus1 minus10050100 minus10050100 minus10050100 minus10050100 288119864 minus 12 150100G04 minus30665539 minus3066553867 minus306655387 minus306655387 minus306655387 111119864 minus 11 37600G05 51264981 51264842 51264842 51264842 51264842 923119864 minus 4 375100G06 minus696181388 minus696181388 minus696181388 minus696181388 minus696181388 370119864 minus 12 50100G07 243062091 243062091 243062091 243062091 243062091 649119864 minus 10 125400G08 minus0095825 minus0095825 minus0095825 minus0095825 minus0095825 106119864 minus 17 10100G09 680630057 680630057 680630057 680630057 680630057 516119864 minus 13 75100G10 7049248021 7049248021 7049248021 7049248021 7049248021 108119864 minus 7 137600G11 075 074990 074990 074990 074990 113119864 minus 16 75100G12 minus1 minus1 minus1 minus1 minus1 0 12600
For each test function we performed 30 independentruns in matlab 70 The parameters of HBBO for experimentsare set as follows 119864 = 119868 = 1 is chosen as recommendedin [8] 119898max is set to be 08 which is much bigger than thecorresponding value in basic BBO because big 119898max canimprove mutation probabilities of individuals in populationand enhance population diversity based on the suggestionsof mutation factor in DE in [3] and numerous experiments119865119897= 075 and 119865
119906= 015 are chosen 120578 = 20 is chosen in the
light of the effect of 120578 on the search ability of SBX [24]Through various tests an appropriate set of population
size NP for all the selected functions is found with whichHBBO can present desirable performance In the set foundpopulation size NP for each benchmark function is given asthe following 200 for G02 150 for G07 and 100 for the rest ofbenchmark functions In each run themaximumgenerationsare given as the following 200 for G01 and G06 150 for G02and G04 600 for G03 1500 for G05 334 for G07 40 for G08300 for G09 and G11 550 for G10 and 50 for G12 In G03 andG05 the toleration value for equation constraint equals 0001as recommended in [19] the toleration value for equationconstraint of G11 is set to be 00001 as suggested in [26]
Table 2 summarizes the statistical features of results fortwelve test functions obtained by HBBO and number offitness function evaluations (FFEs) required From Table 2we can see that HBBO can get optimal solution in all 30 runsfor seven benchmark functions (G04 G06 G07 G08 G09G10 and G12) for G01 HBBO can get the optimal solutionsin some runs the best results obtained by HBBO are veryclose to the knownbest solution forG02 for three benchmarkfunctions (G03 G05 and G11) the results gained by HBBOare very close to the optimal solutions or the known bestsolution
42 Comparison with Other State-of-the-Art Methods In thispart the proposed approach HBBO is compared with othersix state-of-the-art optimization technologies
The following are the six state-of-the art optimizationtechnologies conventional BBO with DE mutation technol-ogy (CBO-DM) [19] hybrid PSO with DE strategy (PSO-DE) [27] coevolutionaryDE algorithm (CDE) [28] changing
range genetic algorithm (CRGA) [26] self-adaptive penaltyfunction based algorithm (SAPF) [29] and simple mul-timembered evolution strategy (SMES) [30] The statisticresults of other six approaches are compared with thatof HBBO in Table 3 which are gotten from the originalreferences The ldquoNArdquo in tables of the paper indicates theresults of compared algorithms are not available It should benoted that the best results obtained by algorithms are markedin boldface in the following tables As far as computationalcost is concerned CBO-DM SAPF CDE SMES respectivelyneed 350000 500000 248000 and 240000 FFEs for allthe test functions PSO-DE needs 70100 FFEs for G0417600 FFEs for G12 and 140100 FFEs for the rest of testfunctions 1350 to 68000 FFEs are required for CRGA thecomputational cost for CRGA is given in detail in [26]
With respect to CBO-DM a variant of BBO similarresults are obtained by HBBO for five functions (G04 G06G08 G09 and G12) in two functions (G07 G10) HBBO hasbetter performance in the respect of consideredmetrics (bestmean and worst) in G02 HBBO gets better best value withgreater variability the results of HBBO are obviously inferiorbut comparable for G01 the results obtained by HBBO areonly lightly inferior for three test functions (G03 G05 andG11) In addition the computational cost is far less than thatof CBO-DM for all selected benchmark functions exceptG05Consequently HBBO is powerful competitor for CBO-DMon constrained optimization
In contrast with other five state-of-the-art methods theperformance of HBBO is obviously inferior for function G01HBBO can get better or similar solutions for the selectedtest functions except for G01 G03 and G11 In G03 and G11the results obtained by HBBO are only lightly inferior tothose of SMES Furthermore the computational cost is verycompetitive with respect to othermethods for all selected testfunctions except G05
5 Simulation Tests on EngineeringOptimization Problems
In this part four well-known engineering optimization prob-lems are utilized to validate the performance of HBBO on
Mathematical Problems in Engineering 7
Table 3 Statistical features of results for twelve benchmark functions obtained by HBBO and other six state-of-the-art algorithms
Function Metrics HBBO CBO-DM PSO-DE CRGA SAPF SMES CDE
solving real-world optimization problems The four engi-neering optimization problems contain welded beam designproblem tensioncompression spring design problem speedreducer design problem and three-bar truss design problemwhich are listed in Appendix B Parameters in HBBO forthese four engineering optimization problems are as followspopulation size and maximum generations are respectively50 and 200 for welded beam design problem 50 and 350 fortensioncompression spring design problem 100 and 100 forspeed reducer design problem and 50 and 60 for three-bartruss design problem other parameters for HBBO are set inthe sameway as Section 4 For each engineering optimizationproblem 30 independent runs are performed Table 4 showedthe statistic results for the four engineering optimization
problems solved by HBBO We will evaluate performance ofHBBO in respect of the quality of results and computationalcost
In order to demonstrate the superiority of HBBO it iscompared with other state-of-the-art algorithms on the fourengineering problems Welded beam and tensioncompres-sion spring design problems are also attempted by PSO-DE[27] CDE [28] coevolutionary particle swarm optimization(CPSO) [31] (120583 + 120582)-evolutionary strategy ((120583 + 120582)-ES) [32]unified particle swarm optimization (UPSO) [33] and ABC[7] PSO-DE [27] (120583 + 120582)-ES [32] and ABC [7] have alsoalready performed on speed reducer design problem PSO-DE [27] and Ray and Liew [34] have also been applied tosolve three-bar truss design problem The comparison of
8 Mathematical Problems in Engineering
Table 4 Statistic results for four engineering optimization problems solved by HBBO
Engineering optimizationproblem Best Mean Median Worst SD FFEs
Welded beam design 1724852309 1724852309 1724852309 1724852309 114119864 minus 15 25050Tensioncompressionspring design 0012665233 0012665393 0012665234 0012666698 318119864 minus 07 43800
Table 5 Statistic results for welded beam design obtained byHBBOand other six state-of-the-art methods
Method Best Mean Worst FFEsHBBO 17248523 17248523 17248523 25050PSO-DE 17248531 17248579 17248811 33000CDE 1733461 1768158 1824105 240000CPSO 1728024 1748831 1782143 200000(120583 + 120582)-ES 1724852 1777692 NA 30000UPSO 192199 283721 NA 100000ABC 1724852 1741913 NA 30000
Table 6 Statistic results of HBBO and other six state-of-the-artmethods for tensioncompression spring design
Method Best Mean Worst FFEsHBBO 0012665233 0012665393 0012666698 43800PSO-DE 0012665233 0012665233 0012665233 42100CDE 00126702 0012703 0012790 240000CPSO 00126747 001273 0012924 200000(120583 + 120582)-ES 0012689 0013165 NA 30000UPSO 001312 002294 NA 100000ABC 0012665 0012709 NA 30000
Table 7 Statistic results of HBBO and other six state-of-the-artmethods for speed reducer design
Method Best Mean Worst FFEsHBBO 2996348165 2996348165 2996348165 25100PSO-DE 2996348165 2996348165 2996348166 70100(120583 + 120582)-ES 2996348 2996348 NA 30000ABC 2997058 2997058 NA 30000
statistical results and computational cost for four engineeringoptimization problems between HBBO and other algorithmsis shown in Tables 5 6 7 and 8
From Tables 5 6 7 and 8 it can be seen that HBBOoutperforms other compared algorithms for the given engi-neering optimization problems except tensioncompressionspring design problem for which PSO-DE has best per-formance For tensioncompression spring design problemHBBO get similar best result and the mean and worst resultsof it are just lightly inferior in contrast with PSO-DE
Table 8 Statistic results of HBBO and other six state-of-the-artmethods for three-bar truss design
Method Best Mean Worst FFEsHBBO 26389584338 26389584338 26389584338 7550PSO-DE 26389584338 26389584338 26389584338 17600Ray andLiew 26389584654 26390335672 26396975638 17610
6 Discussions
In this part HBBO is compared with the original BBOand self-adapting DE (SADE) to demonstrate the searchingefficiency of HBBO further In addition the influence ofmaximum mutation rate on searching efficiency of HBBO isinvestigated
61 Comparison with the Original BBO and SADE Thedetail of the original BBO can be gotten from [8] andSADE proposed in [25] is compared Specific parametersetting of these two algorithms is the same as the originalreferences while the parameters related to test functions suchas population size and constraint tolerance are in accordancewith Section 4Debrsquos feasible rule is applied inBBOand SADEto handle constraint Here HBBO is adopted in an identicalway as described in Section 4
Figure 1 illustrates typical evolution processes of objectivefunction value of best solution in population when fourbenchmark functions (G02 G03 G07 and G09) are respec-tively solved by HBBO BBO and SADE From Figure 1it can be seen that HBBO have fastest convergence speedwhile BBO is often trapped into stagnation So it can beconcluded that the exploration and exploitation of BBO arewell enhanced and balanced by new mutation operator andfurther hybridization with DE and chaotic search
62 Influence of Maximum Mutation Rate on HBBO Themaximum value of mutation rate 119898max is related to theprobability that individuals mutate by new hybrid mutationoperator so that it affects the balance degree of explorationand exploitation of HBBO In order to investigate the effect of119898max on search efficiency of HBBO119898max is set to be differentvalues including 005 01 04 08 and 1 The investigationexperiments are performed on five benchmark functions(G01 G02 G03 G07 and G10)
Mathematical Problems in Engineering 9
0 1 2 3 4 5 6 7 8NFFEs
Valu
e of o
bjec
tive f
unct
ion
G02
minus09
minus08
minus07
minus06
minus05
minus04
minus03
minus02
minus01
times10
4
(a) G02
0 2 4 6 8 10 12 14 16
0
NFFEs
Valu
e of o
bjec
tive f
unct
ion
G03
minus2
minus18
minus16
minus14
minus12
minus1
minus08
minus06
minus04
minus02
times10
4
(b) G03
2 4 6 8 10 12 1420
25
30
35
40
45
50
55
60
NFFEs
Loga
rithm
ic v
alue
of o
bjec
tive f
unct
ion
G07
HBBOSADEBBO
times10
4
(c) G07
1 2 3 4 5 6 7 8680
685
690
695
700
705
710
715
720
725
730
NFFEs
Valu
e of o
bjec
tive f
unct
ion
G09
HBBOSADEBBO
times10
4
(d) G09
Figure 1 Objective function value curves of four test functions solved by HBBO SADE and BBO
The other parameters are in accordance with descriptionin Section 4 For each value of119898max and test function we per-form 30 independent runs The statistical features of resultsobtained by HBBO with different 119898max are summarized inTable 9
From Table 9 we can see that the value of 119898max hassignificant influence on search efficiency of HBBO Theinfluence can be stated from three respects as the followingFirst HBBO with different value of 119898max has differentperformance on the five test functions Second HBBO withtoo small or too big 119898max could not solve the selected testfunctions well while HBBO with middle value of 119898max hasbetter comprehensive performance Third the fittest 119898maxfor each test function is different The influence above may
be explained as follows Too small 119898max cannot balance theexploitation of BBO well while too big 119898max will destroy theexploitation of BBO different test functions have differentcharacteristics so that they have different requirements ofexploration and exploitation of optimization algorithm
7 ConclusionsThe paper proposes a new hybrid biogeography based opti-mization (HBBO) for constrained optimization For thepresented algorithm HBBO a new mutation operator wasproposed to generate promising solutions by merging DEmutation with SBX a half of the population also evolved bytwomutation strategies ofDE Chaotic searchwas introduced
10 Mathematical Problems in Engineering
Table 9 Statistical features of the results obtained by HBBO with different119898max
Best minus15 minus15 minus15 minus15 minus15Mean minus14666665 minus14633610 minus14600000 minus14799953 minus14632939Worst minus12999949 minus12008289 minus13 minus13 minus12SD 758119864 minus 1 849119864 minus 1 814119864 minus 1 610E minus 1 850119864 minus 1
G02
Best minus08036071 minus08036171 minus08036185 minus08036179 minus08036173Mean minus07780832 minus07787019 minus07799297 minus07805965 minus07775819Worst minus071807066 minus07501355 minus07248475 minus07330360 minus07225584SD 203119864 minus 2 158E minus 2 183119864 minus 2 187119864 minus 2 219119864 minus 2
G03
Best minus10044781 minus10050100 10050100 10050100 minus10050100Mean minus07515293 minus10050100 10050100 10050100 minus10050100Worst minus02971747 minus10050100 10050100 10050100 minus10050100SD 23119864 minus 1 253119864 minus 10 410119864 minus 10 288E minus 12 539119864 minus 12
G07
Best 243062091 243062091 243062091 243062091 243062091Mean 243062100 243062091 243062091 243062091 243062091Worst 243062351 243062091 243062091 243062091 243062091SD 474119864 minus 6 700119864 minus 10 235E minus 10 649119864 minus 10 797119864 minus 10
G10
Best 7049248021 7049248021 7049248021 7049248021 7049248021Mean 7054178611 7049248022 7049248021 7049248021 7049248027Worst 7194608835 7049248076 7049248021 7049248021 7049248200SD 2652 102119864 minus 5 420E minus 8 108119864 minus 7 327119864 minus 5
for escape from stagnation and Debrsquos feasibility-based rulewas applied to handle constraints Furthermore self-adaptionmechanism for themutation scaling factor of DE was utilizedto avoid bothering of choosing an appropriate parameter
Simulation experiments were performed on twelvebenchmark test functions and four well-known engineeringoptimization problems HBBO can obtain better or compara-ble results in contrast with other state-of-the-art optimizationtechnologies At the same time the low computation cost isthe obvious advantage of our HBBO In short HBBO is aneffective and efficient method for constrained optimizationIn addition the influence of maximum mutation rate wasinvestigated and the results demonstrate HBBO with maxi-mummutation rate ofmiddle value has better comprehensiveperformance
Maximum immigration rate 119868 and emigration rate 119864affect the migration probability and the prior probability ofexistence for individuals in population How to select thefittest 119864 and 119868 for HBBO will be one possible focus of ourresearch in the future Besides HBBO will be extended tomultiobjectives optimization
Appendices
A Benchmark Test Functions
A1 G01
Minimize 119891 () = 54
sum119894=1
119909119894minus 54
sum119894=1
1199092119894minus13
sum119894=5
119909119894
subject to 1198921 () = 2119909
1+ 21199092+ 11990910
+ 11990911
minus 10 le 0
1198922 () = 2119909
1+ 21199093+ 11990910
+ 11990912
minus 10 le 0
1198923 () = 2119909
2+ 21199093+ 11990911
+ 11990912
minus 10 le 0
1198924 () = minus8119909
1+ 11990910
le 0
1198925 () = minus8119909
2+ 11990911
le 0
1198926 () = minus8119909
3+ 11990912
le 0
1198927 () = minus2119909
4minus 1199095+ 11990910
le 0
1198928 () = minus2119909
6minus 1199097+ 11990911
le 0
1198929 () = minus2119909
8minus 1199099+ 11990912
le 0
(A1)
where the bounds are 0 le 119909119894le 1 (119894 = 1 9) 0 le 119909
119894le 100
(119894 = 10 11 12) and 0 le 11990913
le 1 The global optimum is atlowast = (1 1 1 1 1 1 1 1 1 3 3 3 1) with
where 0 le 119909119894le 10 (119894 = 1 2 3) and 119901 119902 119903 = 1 2 9 A
point (1199091 1199092 1199093) is feasible if and only if there exist 119901 119902 119903
such that the above inequality holds The optimum solutionis lowast = (5 5 5) with 119891(lowast) = 1
B Engineering Design Problems
B1 Welded Beam Design Problem A welded beam isdesigned for the minimum cost subject to constraints onshear stress (120591) bending stress in the beam (120579) bucking load
Mathematical Problems in Engineering 13
on the bar (119875119888) end deflection of the beam (120575) and side
constraintsThere are four design variables ℎ(1199091) 119897(1199092) 119905(1199093)
14 in 119864 = 30 times 106 psi 119866 = 12 times 106 psi 120591max = 13 600 psi120590max = 30 000 psi 120575max = 025 in 01 le 119909
1le 2
01 le 1199092le 10 01 le 119909
3le 10 01 le 119909
4le 2
B2 TensionCompression String Design Problem In thisproblem the objective is to minimize the weight of a ten-sioncompression spring subject to constraints on minimumdeflection shear stress surge frequency and limits on outsidediameter and on design variablesThe design variables are themean coil diameter 119863(119909
2) the wire diameter 119889(119909
1) and the
number of active coils 119875(1199093)
Minimize 119891 () = (1199093+ 2) 119909
211990921
subject to 1198921 () = 1 minus
119909321199093
7178511990941
le 0
1198922 () =
411990922minus 11990911199092
12566 (119909211990931minus 11990941)+
1
510811990921
minus 1 le 0
1198923 () = 1 minus
140451199091
119909221199093
le 0
1198924 () =
1199091+ 1199092
15minus 1 le 0
(B2)
where 005 le 1199091le 2 025 le 119909
2le 13 and 2 le 119909
3le 15
B3 Speed Reducer Design Problem
Minimize 119891 () = 07854119909111990922
times (3333311990923+ 149334119909
3minus 430934)
minus 15081199091(11990926+ 11990927) + 74777 (1199093
6+ 11990937)
+ 07854 (119909411990926+ 119909511990927)
subject to 1198921 () =
27
1199091119909221199093
minus 1 le 0
1198922 () =
3975
11990911199092211990923
minus 1 le 0
1198923 () =
19311990934
1199092119909461199093
minus 1 le 0
1198924 () =
19311990935
1199092119909471199093
minus 1 le 0
1198925 () =
[(745119909411990921199093)2+ 169 times 106]
12
11011990936
minus 1 le 0
1198926 () =
[(745119909511990921199093)2+ 1575 times 106]
12
8511990937
minus 1 le 0
1198927 () =
11990921199093
40minus 1 le 0
1198928 () =
51199092
1199091
minus 1 le 0
1198929 () =
1199091
121199092
minus 1 le 0
11989210 () =
151199096+ 19
1199094
minus 1 le 0
11989211 () =
111199097+ 19
1199095
minus 1 le 0
(B3)
where 26 le 1199091le 36 07 le 119909
2le 08 17 le 119909
3le 28 73 le
1199094le 83 73 le 119909
5le 83 29 le 119909
6le 39 and 50 le 119909
7le 55
B4 Three-Bar Truss Design Problem
Minimize 119891 () = (2radic21199091+ 1199092) times 119897
subject to 1198921 () =
radic21199091+ 1199092
radic211990921+ 211990911199092
119875 minus 120590 le 0
14 Mathematical Problems in Engineering
1198922 () =
1199092
radic211990921+ 211990911199092
119875 minus 120590 le 0
1198923 () =
1
radic21199092+ 1199091
119875 minus 120590 le 0
(B4)
where 0 le 1199091le 1 and 0 le 119909
2le 1 119897 = 100 cm 119875 = 2 kNcm2
and 120590 = 2 kNcm2
Conflict of Interests
The authors declare that there is no conflict of interestsregarding the publication of this paper
Acknowledgments
This research is supported by the Specialized Research Fundfor the Doctoral Program of Higher Education of Chinaunder Grant no 20120036130001 the Fundamental ResearchFunds for the Central Universities of China under Grantno 2014MS93 and the Independent Research Funds of StateKey Laboratory of Alternate Electrical Power System withRenewable Energy Sources of China under Grant no 201414
References
[1] D E GoldbergGenetic Algorithms in Search Optimization andMachine Learning Addison-Wesley Reading Mass USA 1989
[2] J Kennedy and R Eberhart ldquoParticle swarm optimizationrdquo inProceedings of the IEEE Conference on Neural Networks vol 4pp 1942ndash1948 November-December 1995
[3] R Storn and K Price ldquoDifferential evolutionmdasha simple andefficient heuristic for global optimization over continuousspacesrdquo Journal of Global Optimization vol 11 no 4 pp 341ndash359 1997
[4] R Storn ldquoSystem design by constraint adaptation and differen-tial evolutionrdquo IEEETransactions on Evolutionary Computationvol 3 no 1 pp 22ndash34 1999
[5] C Blum ldquoAnt colony optimization Introduction and recenttrendsrdquo Physics of Life Reviews vol 2 no 4 pp 353ndash373 2005
[6] D Karaboga and B Basturk ldquoA powerful and efficient algo-rithm for numerical function optimization artificial bee colony(ABC) algorithmrdquo Journal of Global Optimization vol 39 no 3pp 459ndash471 2007
[7] B Akay and D Karaboga ldquoArtificial bee colony algorithmfor large-scale problems and engineering design optimizationrdquoJournal of IntelligentManufacturing vol 23 no 4 pp 1001ndash10142012
[8] D Simon ldquoBiogeography-based optimizationrdquo IEEE Transac-tions on Evolutionary Computation vol 12 no 6 pp 702ndash7132008
[9] D Simon R Rarick M Ergezer and D Du ldquoAnalytical andnumerical comparisons of biogeography-based optimizationand genetic algorithmsrdquo Information Sciences vol 181 no 7 pp1224ndash1248 2011
[10] M M Sayed M S Saad H M Emara and E E Abou El-Zahab ldquoA novel method for PID tuning using a modifiedbiogeography-based optimization algorithmrdquo in Proceedings of
the 24th Chinese Control and Decision Conference (CCDC rsquo12)pp 1642ndash1647 Taiyuan China May 2012
[11] L Wang and Y Xu ldquoAn effective hybrid biogeography-basedoptimization algorithm for parameter estimation of chaoticsystemsrdquo Expert Systems with Applications vol 38 no 12 pp15103ndash15109 2011
[12] D Du and D Simon ldquoComplex system optimization usingbiogeography-based optimizationrdquo Mathematical Problems inEngineering vol 2013 Article ID 456232 17 pages 2013
[13] V K Panchal P Singh N Kaur and H Kundra ldquoBiogeographybased satellite image classificationrdquo International Journal ofComputer Science and Information Security vol 6 no 2 pp269ndash274 2009
[14] H Ma ldquoAn analysis of the equilibrium of migration models forbiogeography-based optimizationrdquo Information Sciences vol180 no 18 pp 3444ndash3464 2010
[15] W Gong Z Cai and C X Ling ldquoDEBBO a hybrid differentialevolution with biogeography-based optimization for globalnumerical optimizationrdquo Soft Computing vol 15 no 4 pp 645ndash665 2010
[16] H Ma and D Simon ldquoBlended biogeography-based optimiza-tion for constrained optimizationrdquo Engineering Applications ofArtificial Intelligence vol 24 no 3 pp 517ndash525 2011
[17] X Li and M Yin ldquoMulti-operator based biogeography basedoptimization withmutation for global numerical optimizationrdquoComputers andMathematics with Applications vol 64 no 9 pp2833ndash2844 2012
[18] X Li J Wang J Zhou and M Yin ldquoA perturb biogeographybased optimization with mutation for global numerical opti-mizationrdquo Applied Mathematics and Computation vol 218 no2 pp 598ndash609 2011
[19] I Boussaıd A Chatterjee P Siarry and M Ahmed-NacerldquoBiogeography-based optimization for constrained optimiza-tion problemsrdquo Computers and Operations Research vol 39 no12 pp 3293ndash3304 2012
[20] G Xiong D Shi and X Duan ldquoEnhancing the performance ofbiogeography-based optimization using polyphyletic migrationoperator and orthogonal learningrdquo Computers and OperationsResearch vol 41 pp 125ndash139 2014
[21] K Deb ldquoAn efficient constraint handling method for geneticalgorithmsrdquo Computer Methods in Applied Mechanics and Engi-neering vol 186 no 2ndash4 pp 311ndash338 2000
[22] WGuo LWang andQWu ldquoAn analysis of themigration ratesfor biogeography-based optimizationrdquo Information Sciencesvol 254 pp 111ndash140 2014
[23] D Simon ldquoThe Matlab code of biogeography-based optimiza-tionrdquo 2008 httpacademiccsuohioedusimondbbo
[24] M M Raghuwanshi and O G Kakde ldquoSurvey on multiob-jective evolutionary and real coded genetic algorithmsrdquo inProcessings of the 8th Asia Pacific Symposium on Intelligent andEvolutionary Systems pp 150ndash161 Cairns Australia December2004
[25] J Brest S Greiner B Boskovic M Mernik and V ZumerldquoSelf-adapting control parameters in differential evolution acomparative study on numerical benchmark problemsrdquo IEEETransactions on Evolutionary Computation vol 10 no 6 pp646ndash657 2006
[26] A Amirjanov ldquoThe development of a changing range geneticalgorithmrdquo Computer Methods in Applied Mechanics and Engi-neering vol 195 no 19 pp 2495ndash2508 2006
Mathematical Problems in Engineering 15
[27] H Liu Z Cai and Y Wang ldquoHybridizing particle swarm opti-mization with differential evolution for constrained numericaland engineering optimizationrdquoApplied Soft Computing Journalvol 10 no 2 pp 629ndash640 2010
[28] F Huang L Wang and Q He ldquoAn effective co-evolutionarydifferential evolution for constrained optimizationrdquo AppliedMathematics andComputation vol 186 no 1 pp 340ndash356 2007
[29] B Tessema and G G Yen ldquoA self adaptive penalty functionbased algorithm for constrained optimizationrdquo inOroceeding ofthe IEEE Congress on Evolutionary Computation (CEC 06) pp246ndash253 Vancouver Canada July 2006
[30] E Mezura-Montes and C C Coello ldquoA simple multimemberedevolution strategy to solve constrained optimization problemsrdquoIEEE Transactions on Evolutionary Computation vol 9 no 1pp 1ndash17 2005
[31] Q He and L Wang ldquoAn effective co-evolutionary particleswarm optimization for constrained engineering design prob-lemsrdquo Engineering Applications of Artificial Intelligence vol 20no 1 pp 89ndash99 2007
[32] M E Mezura and C C Coello ldquoUseful infeasible solutions inengineering optimizationwith evolutionary algorithmsrdquo inPro-ceedings of the 4thMexican International Conference onArtificialIntelligence pp 625ndash662 Monterrey Mexico November 2005
[33] K E Parsopoulos and M N Vrahatis ldquoUnified Particle SwarmOptimization for solving constrained engineering optimiza-tion problemsrdquo in Proceedings of the International Conferenceon Natural Computation (ICNC rsquo05) pp 582ndash591 ChangshaChina August 2005
[34] T Ray andKM Liew ldquoSociety and civilization an optimizationalgorithm based on the simulation of social behaviorrdquo IEEETransactions onEvolutionaryComputation vol 7 no 4 pp 386ndash396 2003
For 119895 = 1 to119863If119883119894119895is selected for mutation as basic BBOGet two candidate SIVs of offspring(1) Get a temp SIV by DE rand1mutation(2) If rand lt 05 (rand is random number in [0 1])
Get another temp SIV by (7)Else
Get another temp SIV by (8)End if
Elsethe 119895th SIV of 119894th individual in population Island survives as SIV of offspring(population Island contains new individuals gotten by migration operator)
End ifEnd forTwo temp offspring individuals are gotten for119883
119894 and the better one survives as offspring
Algorithm 3 Hybrid mutation operator
In order to speed up convergence DE is furtherhybridized with BBO The first half of parent populationalso evolves by two DE mutation strategies (rand1 and randto best1) and two new individuals are generated for eachone in the first half The best one among these two newindividuals and corresponding parent individual survivesto replace corresponding one in the second half of parentpopulation
For convenience and easy use self-adaption mechanismfor mutation scaling factor of DE proposed in [25] is appliedin which each individual is given an independent mutationscaling factor The self-adaption mechanism is written asfollows
119865119866+1119894
= 119865119897+ 119903119886119899119889
1sdot 119865119906
if 1199031198861198991198892lt 03
119865119866119894
otherwise(10)
where 119865119866+1119894
represents mutation scaling factor for ith indi-vidual in (119866+1)th generation119865119866
119894representsmutation scaling
factor for ith individual inGth generation119865119897119865119906are the lower
boundary and the change range of mutation scaling factorrespectively and 119903119886119899119889
1and 119903119886119899119889
2are uniformly distributed
numbers in [0 1]Based on unique ergodicity inherent stochastic property
and irregular chaos chaotic search can reach each situationin given space so that it can contribute to the escape from thelocal optimum and is often integrated into EAs to enhanceglobal search ability Hence the chaotic search is brought infor the first half of population In the paper logistic maps areused to generate chaotic sequences as follows
119882119894+1119895
= 120576 sdot 119882119894119895sdot (1 minus 119882
where1198831015840119894is the new individual generated by chaotic search for
119883119894119877119866 represents the search radium vector inGth generation
each dimension in 119877119866 represents the search radium for thevariables in corresponding dimension of solutions in parentpopulation
In the initial phase large chaotic search radium is helpfulfor escape from the local optimum small chaotic searchradium can improve the accuracy of search at the later stageof evolution The search radium 119877119866
where 119897119887119895 119906119887119895are respectively the lower boundary and upper
boundary of jth decision variable randnumj is uniformlydistributed number in [0 1] in each dimension
The whole procedure of HBBO is described in Algo-rithm 4 in detail From Algorithm 4 it can be seen thatoperations are mainly concentrated on the first half ofpopulation It can be explained as follows First the con-vergence speed can be improved by focusing operations onthe first half Second the information of the second half
Mathematical Problems in Engineering 5
Generate the initial population POP and vector 119865 of mutation scaling factorsEvaluate the fitness and constraint violations of each individual in POPFor each generation do
Sort the individuals in POP based on Debrsquos feasibility-based rule (better in front)For each one in POPrsquos first half
Get two new individuals by two DE mutation strategies (rand1 rand to best1)Evaluate the fitness value and constraint violations of these two new individualsAmong these two new individuals and corresponding parent individual the best one is stored into populationTempbest
End forUpdate the vector 119875 of prior probabilityFor each one in the first half of POP
Generate a new individual by Algorithm 1 and store it into population IslandEnd forFor each one in the first half of POP
Get one offspring by Algorithm 3 and replace the corresponding individual in population Island with itEnd forGo on chaotic search for the first half of POP and the new individuals generated are stored into population tempIslandMake a contrast between the corresponding ones in Island and tempIsland and the first half of POP the best one survivesas the corresponding one in POP for next generationThe population Tempbest replace the second half of POP as the parent ones for next generationUpdate 119865 119877 by (10) (13) respectively
End for
Algorithm 4 Hybrid biogeography based optimization
Table 1 Main characteristics of the twelve selected benchmark functions
Benchmark function 119863 Type of objective function 120588 LI NI NE 119886
is also utilized in migration and hybrid mutation operatorto generate promising solutions Third the risk of trappinginto stagnation brought by concentration of operations canbe relieved by chaotic search Consequently the focus ofoperations can make the search of HBBO efficient
4 Simulation Tests on Benchmark Functions
41 Parameter Setting and Statistical Results Obtained byHBBO In order to validate the performance of the proposedHBBO on numerical optimization twelve benchmark testfunctions are adopted The selected benchmark problemspropose a good challenge and measure for constrainedoptimization techniques Main characteristics of the selectedbenchmark functions are shown in detail in Table 1 where
119863 is the dimensionality of a solution for test function 120588represents the ratio of feasible region to search space NIis the number of nonlinear inequality constraints LI is thenumber of linear inequality constraints NE is the numberof nonlinear equality constraints and 119886 is the number ofconstraints active at the optimal solution The 120588 metric canbe computed as the following
120588 =|119865|
|119878| (15)
where |119878| is the number of solutions generated randomly(|119878| = 1000000 in the paper) and |119865| is the number of feasiblesolutions found in all the solutions randomly generated Allthe benchmark functions selected are depicted explicitly inAppendix A
6 Mathematical Problems in Engineering
Table 2 Statistic results for twelve benchmark functions obtained by HBBO
Function Optimal Best Mean Median Worst SD FFEsG01 minus15 minus15 minus14799953 minus15 minus13 610119864 minus 1 50100G02 minus0803619 minus08036179 minus07805965 minus07852652 minus07330360 1870119864 minus 2 75200G03 minus1 minus10050100 minus10050100 minus10050100 minus10050100 288119864 minus 12 150100G04 minus30665539 minus3066553867 minus306655387 minus306655387 minus306655387 111119864 minus 11 37600G05 51264981 51264842 51264842 51264842 51264842 923119864 minus 4 375100G06 minus696181388 minus696181388 minus696181388 minus696181388 minus696181388 370119864 minus 12 50100G07 243062091 243062091 243062091 243062091 243062091 649119864 minus 10 125400G08 minus0095825 minus0095825 minus0095825 minus0095825 minus0095825 106119864 minus 17 10100G09 680630057 680630057 680630057 680630057 680630057 516119864 minus 13 75100G10 7049248021 7049248021 7049248021 7049248021 7049248021 108119864 minus 7 137600G11 075 074990 074990 074990 074990 113119864 minus 16 75100G12 minus1 minus1 minus1 minus1 minus1 0 12600
For each test function we performed 30 independentruns in matlab 70 The parameters of HBBO for experimentsare set as follows 119864 = 119868 = 1 is chosen as recommendedin [8] 119898max is set to be 08 which is much bigger than thecorresponding value in basic BBO because big 119898max canimprove mutation probabilities of individuals in populationand enhance population diversity based on the suggestionsof mutation factor in DE in [3] and numerous experiments119865119897= 075 and 119865
119906= 015 are chosen 120578 = 20 is chosen in the
light of the effect of 120578 on the search ability of SBX [24]Through various tests an appropriate set of population
size NP for all the selected functions is found with whichHBBO can present desirable performance In the set foundpopulation size NP for each benchmark function is given asthe following 200 for G02 150 for G07 and 100 for the rest ofbenchmark functions In each run themaximumgenerationsare given as the following 200 for G01 and G06 150 for G02and G04 600 for G03 1500 for G05 334 for G07 40 for G08300 for G09 and G11 550 for G10 and 50 for G12 In G03 andG05 the toleration value for equation constraint equals 0001as recommended in [19] the toleration value for equationconstraint of G11 is set to be 00001 as suggested in [26]
Table 2 summarizes the statistical features of results fortwelve test functions obtained by HBBO and number offitness function evaluations (FFEs) required From Table 2we can see that HBBO can get optimal solution in all 30 runsfor seven benchmark functions (G04 G06 G07 G08 G09G10 and G12) for G01 HBBO can get the optimal solutionsin some runs the best results obtained by HBBO are veryclose to the knownbest solution forG02 for three benchmarkfunctions (G03 G05 and G11) the results gained by HBBOare very close to the optimal solutions or the known bestsolution
42 Comparison with Other State-of-the-Art Methods In thispart the proposed approach HBBO is compared with othersix state-of-the-art optimization technologies
The following are the six state-of-the art optimizationtechnologies conventional BBO with DE mutation technol-ogy (CBO-DM) [19] hybrid PSO with DE strategy (PSO-DE) [27] coevolutionaryDE algorithm (CDE) [28] changing
range genetic algorithm (CRGA) [26] self-adaptive penaltyfunction based algorithm (SAPF) [29] and simple mul-timembered evolution strategy (SMES) [30] The statisticresults of other six approaches are compared with thatof HBBO in Table 3 which are gotten from the originalreferences The ldquoNArdquo in tables of the paper indicates theresults of compared algorithms are not available It should benoted that the best results obtained by algorithms are markedin boldface in the following tables As far as computationalcost is concerned CBO-DM SAPF CDE SMES respectivelyneed 350000 500000 248000 and 240000 FFEs for allthe test functions PSO-DE needs 70100 FFEs for G0417600 FFEs for G12 and 140100 FFEs for the rest of testfunctions 1350 to 68000 FFEs are required for CRGA thecomputational cost for CRGA is given in detail in [26]
With respect to CBO-DM a variant of BBO similarresults are obtained by HBBO for five functions (G04 G06G08 G09 and G12) in two functions (G07 G10) HBBO hasbetter performance in the respect of consideredmetrics (bestmean and worst) in G02 HBBO gets better best value withgreater variability the results of HBBO are obviously inferiorbut comparable for G01 the results obtained by HBBO areonly lightly inferior for three test functions (G03 G05 andG11) In addition the computational cost is far less than thatof CBO-DM for all selected benchmark functions exceptG05Consequently HBBO is powerful competitor for CBO-DMon constrained optimization
In contrast with other five state-of-the-art methods theperformance of HBBO is obviously inferior for function G01HBBO can get better or similar solutions for the selectedtest functions except for G01 G03 and G11 In G03 and G11the results obtained by HBBO are only lightly inferior tothose of SMES Furthermore the computational cost is verycompetitive with respect to othermethods for all selected testfunctions except G05
5 Simulation Tests on EngineeringOptimization Problems
In this part four well-known engineering optimization prob-lems are utilized to validate the performance of HBBO on
Mathematical Problems in Engineering 7
Table 3 Statistical features of results for twelve benchmark functions obtained by HBBO and other six state-of-the-art algorithms
Function Metrics HBBO CBO-DM PSO-DE CRGA SAPF SMES CDE
solving real-world optimization problems The four engi-neering optimization problems contain welded beam designproblem tensioncompression spring design problem speedreducer design problem and three-bar truss design problemwhich are listed in Appendix B Parameters in HBBO forthese four engineering optimization problems are as followspopulation size and maximum generations are respectively50 and 200 for welded beam design problem 50 and 350 fortensioncompression spring design problem 100 and 100 forspeed reducer design problem and 50 and 60 for three-bartruss design problem other parameters for HBBO are set inthe sameway as Section 4 For each engineering optimizationproblem 30 independent runs are performed Table 4 showedthe statistic results for the four engineering optimization
problems solved by HBBO We will evaluate performance ofHBBO in respect of the quality of results and computationalcost
In order to demonstrate the superiority of HBBO it iscompared with other state-of-the-art algorithms on the fourengineering problems Welded beam and tensioncompres-sion spring design problems are also attempted by PSO-DE[27] CDE [28] coevolutionary particle swarm optimization(CPSO) [31] (120583 + 120582)-evolutionary strategy ((120583 + 120582)-ES) [32]unified particle swarm optimization (UPSO) [33] and ABC[7] PSO-DE [27] (120583 + 120582)-ES [32] and ABC [7] have alsoalready performed on speed reducer design problem PSO-DE [27] and Ray and Liew [34] have also been applied tosolve three-bar truss design problem The comparison of
8 Mathematical Problems in Engineering
Table 4 Statistic results for four engineering optimization problems solved by HBBO
Engineering optimizationproblem Best Mean Median Worst SD FFEs
Welded beam design 1724852309 1724852309 1724852309 1724852309 114119864 minus 15 25050Tensioncompressionspring design 0012665233 0012665393 0012665234 0012666698 318119864 minus 07 43800
Table 5 Statistic results for welded beam design obtained byHBBOand other six state-of-the-art methods
Method Best Mean Worst FFEsHBBO 17248523 17248523 17248523 25050PSO-DE 17248531 17248579 17248811 33000CDE 1733461 1768158 1824105 240000CPSO 1728024 1748831 1782143 200000(120583 + 120582)-ES 1724852 1777692 NA 30000UPSO 192199 283721 NA 100000ABC 1724852 1741913 NA 30000
Table 6 Statistic results of HBBO and other six state-of-the-artmethods for tensioncompression spring design
Method Best Mean Worst FFEsHBBO 0012665233 0012665393 0012666698 43800PSO-DE 0012665233 0012665233 0012665233 42100CDE 00126702 0012703 0012790 240000CPSO 00126747 001273 0012924 200000(120583 + 120582)-ES 0012689 0013165 NA 30000UPSO 001312 002294 NA 100000ABC 0012665 0012709 NA 30000
Table 7 Statistic results of HBBO and other six state-of-the-artmethods for speed reducer design
Method Best Mean Worst FFEsHBBO 2996348165 2996348165 2996348165 25100PSO-DE 2996348165 2996348165 2996348166 70100(120583 + 120582)-ES 2996348 2996348 NA 30000ABC 2997058 2997058 NA 30000
statistical results and computational cost for four engineeringoptimization problems between HBBO and other algorithmsis shown in Tables 5 6 7 and 8
From Tables 5 6 7 and 8 it can be seen that HBBOoutperforms other compared algorithms for the given engi-neering optimization problems except tensioncompressionspring design problem for which PSO-DE has best per-formance For tensioncompression spring design problemHBBO get similar best result and the mean and worst resultsof it are just lightly inferior in contrast with PSO-DE
Table 8 Statistic results of HBBO and other six state-of-the-artmethods for three-bar truss design
Method Best Mean Worst FFEsHBBO 26389584338 26389584338 26389584338 7550PSO-DE 26389584338 26389584338 26389584338 17600Ray andLiew 26389584654 26390335672 26396975638 17610
6 Discussions
In this part HBBO is compared with the original BBOand self-adapting DE (SADE) to demonstrate the searchingefficiency of HBBO further In addition the influence ofmaximum mutation rate on searching efficiency of HBBO isinvestigated
61 Comparison with the Original BBO and SADE Thedetail of the original BBO can be gotten from [8] andSADE proposed in [25] is compared Specific parametersetting of these two algorithms is the same as the originalreferences while the parameters related to test functions suchas population size and constraint tolerance are in accordancewith Section 4Debrsquos feasible rule is applied inBBOand SADEto handle constraint Here HBBO is adopted in an identicalway as described in Section 4
Figure 1 illustrates typical evolution processes of objectivefunction value of best solution in population when fourbenchmark functions (G02 G03 G07 and G09) are respec-tively solved by HBBO BBO and SADE From Figure 1it can be seen that HBBO have fastest convergence speedwhile BBO is often trapped into stagnation So it can beconcluded that the exploration and exploitation of BBO arewell enhanced and balanced by new mutation operator andfurther hybridization with DE and chaotic search
62 Influence of Maximum Mutation Rate on HBBO Themaximum value of mutation rate 119898max is related to theprobability that individuals mutate by new hybrid mutationoperator so that it affects the balance degree of explorationand exploitation of HBBO In order to investigate the effect of119898max on search efficiency of HBBO119898max is set to be differentvalues including 005 01 04 08 and 1 The investigationexperiments are performed on five benchmark functions(G01 G02 G03 G07 and G10)
Mathematical Problems in Engineering 9
0 1 2 3 4 5 6 7 8NFFEs
Valu
e of o
bjec
tive f
unct
ion
G02
minus09
minus08
minus07
minus06
minus05
minus04
minus03
minus02
minus01
times10
4
(a) G02
0 2 4 6 8 10 12 14 16
0
NFFEs
Valu
e of o
bjec
tive f
unct
ion
G03
minus2
minus18
minus16
minus14
minus12
minus1
minus08
minus06
minus04
minus02
times10
4
(b) G03
2 4 6 8 10 12 1420
25
30
35
40
45
50
55
60
NFFEs
Loga
rithm
ic v
alue
of o
bjec
tive f
unct
ion
G07
HBBOSADEBBO
times10
4
(c) G07
1 2 3 4 5 6 7 8680
685
690
695
700
705
710
715
720
725
730
NFFEs
Valu
e of o
bjec
tive f
unct
ion
G09
HBBOSADEBBO
times10
4
(d) G09
Figure 1 Objective function value curves of four test functions solved by HBBO SADE and BBO
The other parameters are in accordance with descriptionin Section 4 For each value of119898max and test function we per-form 30 independent runs The statistical features of resultsobtained by HBBO with different 119898max are summarized inTable 9
From Table 9 we can see that the value of 119898max hassignificant influence on search efficiency of HBBO Theinfluence can be stated from three respects as the followingFirst HBBO with different value of 119898max has differentperformance on the five test functions Second HBBO withtoo small or too big 119898max could not solve the selected testfunctions well while HBBO with middle value of 119898max hasbetter comprehensive performance Third the fittest 119898maxfor each test function is different The influence above may
be explained as follows Too small 119898max cannot balance theexploitation of BBO well while too big 119898max will destroy theexploitation of BBO different test functions have differentcharacteristics so that they have different requirements ofexploration and exploitation of optimization algorithm
7 ConclusionsThe paper proposes a new hybrid biogeography based opti-mization (HBBO) for constrained optimization For thepresented algorithm HBBO a new mutation operator wasproposed to generate promising solutions by merging DEmutation with SBX a half of the population also evolved bytwomutation strategies ofDE Chaotic searchwas introduced
10 Mathematical Problems in Engineering
Table 9 Statistical features of the results obtained by HBBO with different119898max
Best minus15 minus15 minus15 minus15 minus15Mean minus14666665 minus14633610 minus14600000 minus14799953 minus14632939Worst minus12999949 minus12008289 minus13 minus13 minus12SD 758119864 minus 1 849119864 minus 1 814119864 minus 1 610E minus 1 850119864 minus 1
G02
Best minus08036071 minus08036171 minus08036185 minus08036179 minus08036173Mean minus07780832 minus07787019 minus07799297 minus07805965 minus07775819Worst minus071807066 minus07501355 minus07248475 minus07330360 minus07225584SD 203119864 minus 2 158E minus 2 183119864 minus 2 187119864 minus 2 219119864 minus 2
G03
Best minus10044781 minus10050100 10050100 10050100 minus10050100Mean minus07515293 minus10050100 10050100 10050100 minus10050100Worst minus02971747 minus10050100 10050100 10050100 minus10050100SD 23119864 minus 1 253119864 minus 10 410119864 minus 10 288E minus 12 539119864 minus 12
G07
Best 243062091 243062091 243062091 243062091 243062091Mean 243062100 243062091 243062091 243062091 243062091Worst 243062351 243062091 243062091 243062091 243062091SD 474119864 minus 6 700119864 minus 10 235E minus 10 649119864 minus 10 797119864 minus 10
G10
Best 7049248021 7049248021 7049248021 7049248021 7049248021Mean 7054178611 7049248022 7049248021 7049248021 7049248027Worst 7194608835 7049248076 7049248021 7049248021 7049248200SD 2652 102119864 minus 5 420E minus 8 108119864 minus 7 327119864 minus 5
for escape from stagnation and Debrsquos feasibility-based rulewas applied to handle constraints Furthermore self-adaptionmechanism for themutation scaling factor of DE was utilizedto avoid bothering of choosing an appropriate parameter
Simulation experiments were performed on twelvebenchmark test functions and four well-known engineeringoptimization problems HBBO can obtain better or compara-ble results in contrast with other state-of-the-art optimizationtechnologies At the same time the low computation cost isthe obvious advantage of our HBBO In short HBBO is aneffective and efficient method for constrained optimizationIn addition the influence of maximum mutation rate wasinvestigated and the results demonstrate HBBO with maxi-mummutation rate ofmiddle value has better comprehensiveperformance
Maximum immigration rate 119868 and emigration rate 119864affect the migration probability and the prior probability ofexistence for individuals in population How to select thefittest 119864 and 119868 for HBBO will be one possible focus of ourresearch in the future Besides HBBO will be extended tomultiobjectives optimization
Appendices
A Benchmark Test Functions
A1 G01
Minimize 119891 () = 54
sum119894=1
119909119894minus 54
sum119894=1
1199092119894minus13
sum119894=5
119909119894
subject to 1198921 () = 2119909
1+ 21199092+ 11990910
+ 11990911
minus 10 le 0
1198922 () = 2119909
1+ 21199093+ 11990910
+ 11990912
minus 10 le 0
1198923 () = 2119909
2+ 21199093+ 11990911
+ 11990912
minus 10 le 0
1198924 () = minus8119909
1+ 11990910
le 0
1198925 () = minus8119909
2+ 11990911
le 0
1198926 () = minus8119909
3+ 11990912
le 0
1198927 () = minus2119909
4minus 1199095+ 11990910
le 0
1198928 () = minus2119909
6minus 1199097+ 11990911
le 0
1198929 () = minus2119909
8minus 1199099+ 11990912
le 0
(A1)
where the bounds are 0 le 119909119894le 1 (119894 = 1 9) 0 le 119909
119894le 100
(119894 = 10 11 12) and 0 le 11990913
le 1 The global optimum is atlowast = (1 1 1 1 1 1 1 1 1 3 3 3 1) with
where 0 le 119909119894le 10 (119894 = 1 2 3) and 119901 119902 119903 = 1 2 9 A
point (1199091 1199092 1199093) is feasible if and only if there exist 119901 119902 119903
such that the above inequality holds The optimum solutionis lowast = (5 5 5) with 119891(lowast) = 1
B Engineering Design Problems
B1 Welded Beam Design Problem A welded beam isdesigned for the minimum cost subject to constraints onshear stress (120591) bending stress in the beam (120579) bucking load
Mathematical Problems in Engineering 13
on the bar (119875119888) end deflection of the beam (120575) and side
constraintsThere are four design variables ℎ(1199091) 119897(1199092) 119905(1199093)
14 in 119864 = 30 times 106 psi 119866 = 12 times 106 psi 120591max = 13 600 psi120590max = 30 000 psi 120575max = 025 in 01 le 119909
1le 2
01 le 1199092le 10 01 le 119909
3le 10 01 le 119909
4le 2
B2 TensionCompression String Design Problem In thisproblem the objective is to minimize the weight of a ten-sioncompression spring subject to constraints on minimumdeflection shear stress surge frequency and limits on outsidediameter and on design variablesThe design variables are themean coil diameter 119863(119909
2) the wire diameter 119889(119909
1) and the
number of active coils 119875(1199093)
Minimize 119891 () = (1199093+ 2) 119909
211990921
subject to 1198921 () = 1 minus
119909321199093
7178511990941
le 0
1198922 () =
411990922minus 11990911199092
12566 (119909211990931minus 11990941)+
1
510811990921
minus 1 le 0
1198923 () = 1 minus
140451199091
119909221199093
le 0
1198924 () =
1199091+ 1199092
15minus 1 le 0
(B2)
where 005 le 1199091le 2 025 le 119909
2le 13 and 2 le 119909
3le 15
B3 Speed Reducer Design Problem
Minimize 119891 () = 07854119909111990922
times (3333311990923+ 149334119909
3minus 430934)
minus 15081199091(11990926+ 11990927) + 74777 (1199093
6+ 11990937)
+ 07854 (119909411990926+ 119909511990927)
subject to 1198921 () =
27
1199091119909221199093
minus 1 le 0
1198922 () =
3975
11990911199092211990923
minus 1 le 0
1198923 () =
19311990934
1199092119909461199093
minus 1 le 0
1198924 () =
19311990935
1199092119909471199093
minus 1 le 0
1198925 () =
[(745119909411990921199093)2+ 169 times 106]
12
11011990936
minus 1 le 0
1198926 () =
[(745119909511990921199093)2+ 1575 times 106]
12
8511990937
minus 1 le 0
1198927 () =
11990921199093
40minus 1 le 0
1198928 () =
51199092
1199091
minus 1 le 0
1198929 () =
1199091
121199092
minus 1 le 0
11989210 () =
151199096+ 19
1199094
minus 1 le 0
11989211 () =
111199097+ 19
1199095
minus 1 le 0
(B3)
where 26 le 1199091le 36 07 le 119909
2le 08 17 le 119909
3le 28 73 le
1199094le 83 73 le 119909
5le 83 29 le 119909
6le 39 and 50 le 119909
7le 55
B4 Three-Bar Truss Design Problem
Minimize 119891 () = (2radic21199091+ 1199092) times 119897
subject to 1198921 () =
radic21199091+ 1199092
radic211990921+ 211990911199092
119875 minus 120590 le 0
14 Mathematical Problems in Engineering
1198922 () =
1199092
radic211990921+ 211990911199092
119875 minus 120590 le 0
1198923 () =
1
radic21199092+ 1199091
119875 minus 120590 le 0
(B4)
where 0 le 1199091le 1 and 0 le 119909
2le 1 119897 = 100 cm 119875 = 2 kNcm2
and 120590 = 2 kNcm2
Conflict of Interests
The authors declare that there is no conflict of interestsregarding the publication of this paper
Acknowledgments
This research is supported by the Specialized Research Fundfor the Doctoral Program of Higher Education of Chinaunder Grant no 20120036130001 the Fundamental ResearchFunds for the Central Universities of China under Grantno 2014MS93 and the Independent Research Funds of StateKey Laboratory of Alternate Electrical Power System withRenewable Energy Sources of China under Grant no 201414
References
[1] D E GoldbergGenetic Algorithms in Search Optimization andMachine Learning Addison-Wesley Reading Mass USA 1989
[2] J Kennedy and R Eberhart ldquoParticle swarm optimizationrdquo inProceedings of the IEEE Conference on Neural Networks vol 4pp 1942ndash1948 November-December 1995
[3] R Storn and K Price ldquoDifferential evolutionmdasha simple andefficient heuristic for global optimization over continuousspacesrdquo Journal of Global Optimization vol 11 no 4 pp 341ndash359 1997
[4] R Storn ldquoSystem design by constraint adaptation and differen-tial evolutionrdquo IEEETransactions on Evolutionary Computationvol 3 no 1 pp 22ndash34 1999
[5] C Blum ldquoAnt colony optimization Introduction and recenttrendsrdquo Physics of Life Reviews vol 2 no 4 pp 353ndash373 2005
[6] D Karaboga and B Basturk ldquoA powerful and efficient algo-rithm for numerical function optimization artificial bee colony(ABC) algorithmrdquo Journal of Global Optimization vol 39 no 3pp 459ndash471 2007
[7] B Akay and D Karaboga ldquoArtificial bee colony algorithmfor large-scale problems and engineering design optimizationrdquoJournal of IntelligentManufacturing vol 23 no 4 pp 1001ndash10142012
[8] D Simon ldquoBiogeography-based optimizationrdquo IEEE Transac-tions on Evolutionary Computation vol 12 no 6 pp 702ndash7132008
[9] D Simon R Rarick M Ergezer and D Du ldquoAnalytical andnumerical comparisons of biogeography-based optimizationand genetic algorithmsrdquo Information Sciences vol 181 no 7 pp1224ndash1248 2011
[10] M M Sayed M S Saad H M Emara and E E Abou El-Zahab ldquoA novel method for PID tuning using a modifiedbiogeography-based optimization algorithmrdquo in Proceedings of
the 24th Chinese Control and Decision Conference (CCDC rsquo12)pp 1642ndash1647 Taiyuan China May 2012
[11] L Wang and Y Xu ldquoAn effective hybrid biogeography-basedoptimization algorithm for parameter estimation of chaoticsystemsrdquo Expert Systems with Applications vol 38 no 12 pp15103ndash15109 2011
[12] D Du and D Simon ldquoComplex system optimization usingbiogeography-based optimizationrdquo Mathematical Problems inEngineering vol 2013 Article ID 456232 17 pages 2013
[13] V K Panchal P Singh N Kaur and H Kundra ldquoBiogeographybased satellite image classificationrdquo International Journal ofComputer Science and Information Security vol 6 no 2 pp269ndash274 2009
[14] H Ma ldquoAn analysis of the equilibrium of migration models forbiogeography-based optimizationrdquo Information Sciences vol180 no 18 pp 3444ndash3464 2010
[15] W Gong Z Cai and C X Ling ldquoDEBBO a hybrid differentialevolution with biogeography-based optimization for globalnumerical optimizationrdquo Soft Computing vol 15 no 4 pp 645ndash665 2010
[16] H Ma and D Simon ldquoBlended biogeography-based optimiza-tion for constrained optimizationrdquo Engineering Applications ofArtificial Intelligence vol 24 no 3 pp 517ndash525 2011
[17] X Li and M Yin ldquoMulti-operator based biogeography basedoptimization withmutation for global numerical optimizationrdquoComputers andMathematics with Applications vol 64 no 9 pp2833ndash2844 2012
[18] X Li J Wang J Zhou and M Yin ldquoA perturb biogeographybased optimization with mutation for global numerical opti-mizationrdquo Applied Mathematics and Computation vol 218 no2 pp 598ndash609 2011
[19] I Boussaıd A Chatterjee P Siarry and M Ahmed-NacerldquoBiogeography-based optimization for constrained optimiza-tion problemsrdquo Computers and Operations Research vol 39 no12 pp 3293ndash3304 2012
[20] G Xiong D Shi and X Duan ldquoEnhancing the performance ofbiogeography-based optimization using polyphyletic migrationoperator and orthogonal learningrdquo Computers and OperationsResearch vol 41 pp 125ndash139 2014
[21] K Deb ldquoAn efficient constraint handling method for geneticalgorithmsrdquo Computer Methods in Applied Mechanics and Engi-neering vol 186 no 2ndash4 pp 311ndash338 2000
[22] WGuo LWang andQWu ldquoAn analysis of themigration ratesfor biogeography-based optimizationrdquo Information Sciencesvol 254 pp 111ndash140 2014
[23] D Simon ldquoThe Matlab code of biogeography-based optimiza-tionrdquo 2008 httpacademiccsuohioedusimondbbo
[24] M M Raghuwanshi and O G Kakde ldquoSurvey on multiob-jective evolutionary and real coded genetic algorithmsrdquo inProcessings of the 8th Asia Pacific Symposium on Intelligent andEvolutionary Systems pp 150ndash161 Cairns Australia December2004
[25] J Brest S Greiner B Boskovic M Mernik and V ZumerldquoSelf-adapting control parameters in differential evolution acomparative study on numerical benchmark problemsrdquo IEEETransactions on Evolutionary Computation vol 10 no 6 pp646ndash657 2006
[26] A Amirjanov ldquoThe development of a changing range geneticalgorithmrdquo Computer Methods in Applied Mechanics and Engi-neering vol 195 no 19 pp 2495ndash2508 2006
Mathematical Problems in Engineering 15
[27] H Liu Z Cai and Y Wang ldquoHybridizing particle swarm opti-mization with differential evolution for constrained numericaland engineering optimizationrdquoApplied Soft Computing Journalvol 10 no 2 pp 629ndash640 2010
[28] F Huang L Wang and Q He ldquoAn effective co-evolutionarydifferential evolution for constrained optimizationrdquo AppliedMathematics andComputation vol 186 no 1 pp 340ndash356 2007
[29] B Tessema and G G Yen ldquoA self adaptive penalty functionbased algorithm for constrained optimizationrdquo inOroceeding ofthe IEEE Congress on Evolutionary Computation (CEC 06) pp246ndash253 Vancouver Canada July 2006
[30] E Mezura-Montes and C C Coello ldquoA simple multimemberedevolution strategy to solve constrained optimization problemsrdquoIEEE Transactions on Evolutionary Computation vol 9 no 1pp 1ndash17 2005
[31] Q He and L Wang ldquoAn effective co-evolutionary particleswarm optimization for constrained engineering design prob-lemsrdquo Engineering Applications of Artificial Intelligence vol 20no 1 pp 89ndash99 2007
[32] M E Mezura and C C Coello ldquoUseful infeasible solutions inengineering optimizationwith evolutionary algorithmsrdquo inPro-ceedings of the 4thMexican International Conference onArtificialIntelligence pp 625ndash662 Monterrey Mexico November 2005
[33] K E Parsopoulos and M N Vrahatis ldquoUnified Particle SwarmOptimization for solving constrained engineering optimiza-tion problemsrdquo in Proceedings of the International Conferenceon Natural Computation (ICNC rsquo05) pp 582ndash591 ChangshaChina August 2005
[34] T Ray andKM Liew ldquoSociety and civilization an optimizationalgorithm based on the simulation of social behaviorrdquo IEEETransactions onEvolutionaryComputation vol 7 no 4 pp 386ndash396 2003
Generate the initial population POP and vector 119865 of mutation scaling factorsEvaluate the fitness and constraint violations of each individual in POPFor each generation do
Sort the individuals in POP based on Debrsquos feasibility-based rule (better in front)For each one in POPrsquos first half
Get two new individuals by two DE mutation strategies (rand1 rand to best1)Evaluate the fitness value and constraint violations of these two new individualsAmong these two new individuals and corresponding parent individual the best one is stored into populationTempbest
End forUpdate the vector 119875 of prior probabilityFor each one in the first half of POP
Generate a new individual by Algorithm 1 and store it into population IslandEnd forFor each one in the first half of POP
Get one offspring by Algorithm 3 and replace the corresponding individual in population Island with itEnd forGo on chaotic search for the first half of POP and the new individuals generated are stored into population tempIslandMake a contrast between the corresponding ones in Island and tempIsland and the first half of POP the best one survivesas the corresponding one in POP for next generationThe population Tempbest replace the second half of POP as the parent ones for next generationUpdate 119865 119877 by (10) (13) respectively
End for
Algorithm 4 Hybrid biogeography based optimization
Table 1 Main characteristics of the twelve selected benchmark functions
Benchmark function 119863 Type of objective function 120588 LI NI NE 119886
is also utilized in migration and hybrid mutation operatorto generate promising solutions Third the risk of trappinginto stagnation brought by concentration of operations canbe relieved by chaotic search Consequently the focus ofoperations can make the search of HBBO efficient
4 Simulation Tests on Benchmark Functions
41 Parameter Setting and Statistical Results Obtained byHBBO In order to validate the performance of the proposedHBBO on numerical optimization twelve benchmark testfunctions are adopted The selected benchmark problemspropose a good challenge and measure for constrainedoptimization techniques Main characteristics of the selectedbenchmark functions are shown in detail in Table 1 where
119863 is the dimensionality of a solution for test function 120588represents the ratio of feasible region to search space NIis the number of nonlinear inequality constraints LI is thenumber of linear inequality constraints NE is the numberof nonlinear equality constraints and 119886 is the number ofconstraints active at the optimal solution The 120588 metric canbe computed as the following
120588 =|119865|
|119878| (15)
where |119878| is the number of solutions generated randomly(|119878| = 1000000 in the paper) and |119865| is the number of feasiblesolutions found in all the solutions randomly generated Allthe benchmark functions selected are depicted explicitly inAppendix A
6 Mathematical Problems in Engineering
Table 2 Statistic results for twelve benchmark functions obtained by HBBO
Function Optimal Best Mean Median Worst SD FFEsG01 minus15 minus15 minus14799953 minus15 minus13 610119864 minus 1 50100G02 minus0803619 minus08036179 minus07805965 minus07852652 minus07330360 1870119864 minus 2 75200G03 minus1 minus10050100 minus10050100 minus10050100 minus10050100 288119864 minus 12 150100G04 minus30665539 minus3066553867 minus306655387 minus306655387 minus306655387 111119864 minus 11 37600G05 51264981 51264842 51264842 51264842 51264842 923119864 minus 4 375100G06 minus696181388 minus696181388 minus696181388 minus696181388 minus696181388 370119864 minus 12 50100G07 243062091 243062091 243062091 243062091 243062091 649119864 minus 10 125400G08 minus0095825 minus0095825 minus0095825 minus0095825 minus0095825 106119864 minus 17 10100G09 680630057 680630057 680630057 680630057 680630057 516119864 minus 13 75100G10 7049248021 7049248021 7049248021 7049248021 7049248021 108119864 minus 7 137600G11 075 074990 074990 074990 074990 113119864 minus 16 75100G12 minus1 minus1 minus1 minus1 minus1 0 12600
For each test function we performed 30 independentruns in matlab 70 The parameters of HBBO for experimentsare set as follows 119864 = 119868 = 1 is chosen as recommendedin [8] 119898max is set to be 08 which is much bigger than thecorresponding value in basic BBO because big 119898max canimprove mutation probabilities of individuals in populationand enhance population diversity based on the suggestionsof mutation factor in DE in [3] and numerous experiments119865119897= 075 and 119865
119906= 015 are chosen 120578 = 20 is chosen in the
light of the effect of 120578 on the search ability of SBX [24]Through various tests an appropriate set of population
size NP for all the selected functions is found with whichHBBO can present desirable performance In the set foundpopulation size NP for each benchmark function is given asthe following 200 for G02 150 for G07 and 100 for the rest ofbenchmark functions In each run themaximumgenerationsare given as the following 200 for G01 and G06 150 for G02and G04 600 for G03 1500 for G05 334 for G07 40 for G08300 for G09 and G11 550 for G10 and 50 for G12 In G03 andG05 the toleration value for equation constraint equals 0001as recommended in [19] the toleration value for equationconstraint of G11 is set to be 00001 as suggested in [26]
Table 2 summarizes the statistical features of results fortwelve test functions obtained by HBBO and number offitness function evaluations (FFEs) required From Table 2we can see that HBBO can get optimal solution in all 30 runsfor seven benchmark functions (G04 G06 G07 G08 G09G10 and G12) for G01 HBBO can get the optimal solutionsin some runs the best results obtained by HBBO are veryclose to the knownbest solution forG02 for three benchmarkfunctions (G03 G05 and G11) the results gained by HBBOare very close to the optimal solutions or the known bestsolution
42 Comparison with Other State-of-the-Art Methods In thispart the proposed approach HBBO is compared with othersix state-of-the-art optimization technologies
The following are the six state-of-the art optimizationtechnologies conventional BBO with DE mutation technol-ogy (CBO-DM) [19] hybrid PSO with DE strategy (PSO-DE) [27] coevolutionaryDE algorithm (CDE) [28] changing
range genetic algorithm (CRGA) [26] self-adaptive penaltyfunction based algorithm (SAPF) [29] and simple mul-timembered evolution strategy (SMES) [30] The statisticresults of other six approaches are compared with thatof HBBO in Table 3 which are gotten from the originalreferences The ldquoNArdquo in tables of the paper indicates theresults of compared algorithms are not available It should benoted that the best results obtained by algorithms are markedin boldface in the following tables As far as computationalcost is concerned CBO-DM SAPF CDE SMES respectivelyneed 350000 500000 248000 and 240000 FFEs for allthe test functions PSO-DE needs 70100 FFEs for G0417600 FFEs for G12 and 140100 FFEs for the rest of testfunctions 1350 to 68000 FFEs are required for CRGA thecomputational cost for CRGA is given in detail in [26]
With respect to CBO-DM a variant of BBO similarresults are obtained by HBBO for five functions (G04 G06G08 G09 and G12) in two functions (G07 G10) HBBO hasbetter performance in the respect of consideredmetrics (bestmean and worst) in G02 HBBO gets better best value withgreater variability the results of HBBO are obviously inferiorbut comparable for G01 the results obtained by HBBO areonly lightly inferior for three test functions (G03 G05 andG11) In addition the computational cost is far less than thatof CBO-DM for all selected benchmark functions exceptG05Consequently HBBO is powerful competitor for CBO-DMon constrained optimization
In contrast with other five state-of-the-art methods theperformance of HBBO is obviously inferior for function G01HBBO can get better or similar solutions for the selectedtest functions except for G01 G03 and G11 In G03 and G11the results obtained by HBBO are only lightly inferior tothose of SMES Furthermore the computational cost is verycompetitive with respect to othermethods for all selected testfunctions except G05
5 Simulation Tests on EngineeringOptimization Problems
In this part four well-known engineering optimization prob-lems are utilized to validate the performance of HBBO on
Mathematical Problems in Engineering 7
Table 3 Statistical features of results for twelve benchmark functions obtained by HBBO and other six state-of-the-art algorithms
Function Metrics HBBO CBO-DM PSO-DE CRGA SAPF SMES CDE
solving real-world optimization problems The four engi-neering optimization problems contain welded beam designproblem tensioncompression spring design problem speedreducer design problem and three-bar truss design problemwhich are listed in Appendix B Parameters in HBBO forthese four engineering optimization problems are as followspopulation size and maximum generations are respectively50 and 200 for welded beam design problem 50 and 350 fortensioncompression spring design problem 100 and 100 forspeed reducer design problem and 50 and 60 for three-bartruss design problem other parameters for HBBO are set inthe sameway as Section 4 For each engineering optimizationproblem 30 independent runs are performed Table 4 showedthe statistic results for the four engineering optimization
problems solved by HBBO We will evaluate performance ofHBBO in respect of the quality of results and computationalcost
In order to demonstrate the superiority of HBBO it iscompared with other state-of-the-art algorithms on the fourengineering problems Welded beam and tensioncompres-sion spring design problems are also attempted by PSO-DE[27] CDE [28] coevolutionary particle swarm optimization(CPSO) [31] (120583 + 120582)-evolutionary strategy ((120583 + 120582)-ES) [32]unified particle swarm optimization (UPSO) [33] and ABC[7] PSO-DE [27] (120583 + 120582)-ES [32] and ABC [7] have alsoalready performed on speed reducer design problem PSO-DE [27] and Ray and Liew [34] have also been applied tosolve three-bar truss design problem The comparison of
8 Mathematical Problems in Engineering
Table 4 Statistic results for four engineering optimization problems solved by HBBO
Engineering optimizationproblem Best Mean Median Worst SD FFEs
Welded beam design 1724852309 1724852309 1724852309 1724852309 114119864 minus 15 25050Tensioncompressionspring design 0012665233 0012665393 0012665234 0012666698 318119864 minus 07 43800
Table 5 Statistic results for welded beam design obtained byHBBOand other six state-of-the-art methods
Method Best Mean Worst FFEsHBBO 17248523 17248523 17248523 25050PSO-DE 17248531 17248579 17248811 33000CDE 1733461 1768158 1824105 240000CPSO 1728024 1748831 1782143 200000(120583 + 120582)-ES 1724852 1777692 NA 30000UPSO 192199 283721 NA 100000ABC 1724852 1741913 NA 30000
Table 6 Statistic results of HBBO and other six state-of-the-artmethods for tensioncompression spring design
Method Best Mean Worst FFEsHBBO 0012665233 0012665393 0012666698 43800PSO-DE 0012665233 0012665233 0012665233 42100CDE 00126702 0012703 0012790 240000CPSO 00126747 001273 0012924 200000(120583 + 120582)-ES 0012689 0013165 NA 30000UPSO 001312 002294 NA 100000ABC 0012665 0012709 NA 30000
Table 7 Statistic results of HBBO and other six state-of-the-artmethods for speed reducer design
Method Best Mean Worst FFEsHBBO 2996348165 2996348165 2996348165 25100PSO-DE 2996348165 2996348165 2996348166 70100(120583 + 120582)-ES 2996348 2996348 NA 30000ABC 2997058 2997058 NA 30000
statistical results and computational cost for four engineeringoptimization problems between HBBO and other algorithmsis shown in Tables 5 6 7 and 8
From Tables 5 6 7 and 8 it can be seen that HBBOoutperforms other compared algorithms for the given engi-neering optimization problems except tensioncompressionspring design problem for which PSO-DE has best per-formance For tensioncompression spring design problemHBBO get similar best result and the mean and worst resultsof it are just lightly inferior in contrast with PSO-DE
Table 8 Statistic results of HBBO and other six state-of-the-artmethods for three-bar truss design
Method Best Mean Worst FFEsHBBO 26389584338 26389584338 26389584338 7550PSO-DE 26389584338 26389584338 26389584338 17600Ray andLiew 26389584654 26390335672 26396975638 17610
6 Discussions
In this part HBBO is compared with the original BBOand self-adapting DE (SADE) to demonstrate the searchingefficiency of HBBO further In addition the influence ofmaximum mutation rate on searching efficiency of HBBO isinvestigated
61 Comparison with the Original BBO and SADE Thedetail of the original BBO can be gotten from [8] andSADE proposed in [25] is compared Specific parametersetting of these two algorithms is the same as the originalreferences while the parameters related to test functions suchas population size and constraint tolerance are in accordancewith Section 4Debrsquos feasible rule is applied inBBOand SADEto handle constraint Here HBBO is adopted in an identicalway as described in Section 4
Figure 1 illustrates typical evolution processes of objectivefunction value of best solution in population when fourbenchmark functions (G02 G03 G07 and G09) are respec-tively solved by HBBO BBO and SADE From Figure 1it can be seen that HBBO have fastest convergence speedwhile BBO is often trapped into stagnation So it can beconcluded that the exploration and exploitation of BBO arewell enhanced and balanced by new mutation operator andfurther hybridization with DE and chaotic search
62 Influence of Maximum Mutation Rate on HBBO Themaximum value of mutation rate 119898max is related to theprobability that individuals mutate by new hybrid mutationoperator so that it affects the balance degree of explorationand exploitation of HBBO In order to investigate the effect of119898max on search efficiency of HBBO119898max is set to be differentvalues including 005 01 04 08 and 1 The investigationexperiments are performed on five benchmark functions(G01 G02 G03 G07 and G10)
Mathematical Problems in Engineering 9
0 1 2 3 4 5 6 7 8NFFEs
Valu
e of o
bjec
tive f
unct
ion
G02
minus09
minus08
minus07
minus06
minus05
minus04
minus03
minus02
minus01
times10
4
(a) G02
0 2 4 6 8 10 12 14 16
0
NFFEs
Valu
e of o
bjec
tive f
unct
ion
G03
minus2
minus18
minus16
minus14
minus12
minus1
minus08
minus06
minus04
minus02
times10
4
(b) G03
2 4 6 8 10 12 1420
25
30
35
40
45
50
55
60
NFFEs
Loga
rithm
ic v
alue
of o
bjec
tive f
unct
ion
G07
HBBOSADEBBO
times10
4
(c) G07
1 2 3 4 5 6 7 8680
685
690
695
700
705
710
715
720
725
730
NFFEs
Valu
e of o
bjec
tive f
unct
ion
G09
HBBOSADEBBO
times10
4
(d) G09
Figure 1 Objective function value curves of four test functions solved by HBBO SADE and BBO
The other parameters are in accordance with descriptionin Section 4 For each value of119898max and test function we per-form 30 independent runs The statistical features of resultsobtained by HBBO with different 119898max are summarized inTable 9
From Table 9 we can see that the value of 119898max hassignificant influence on search efficiency of HBBO Theinfluence can be stated from three respects as the followingFirst HBBO with different value of 119898max has differentperformance on the five test functions Second HBBO withtoo small or too big 119898max could not solve the selected testfunctions well while HBBO with middle value of 119898max hasbetter comprehensive performance Third the fittest 119898maxfor each test function is different The influence above may
be explained as follows Too small 119898max cannot balance theexploitation of BBO well while too big 119898max will destroy theexploitation of BBO different test functions have differentcharacteristics so that they have different requirements ofexploration and exploitation of optimization algorithm
7 ConclusionsThe paper proposes a new hybrid biogeography based opti-mization (HBBO) for constrained optimization For thepresented algorithm HBBO a new mutation operator wasproposed to generate promising solutions by merging DEmutation with SBX a half of the population also evolved bytwomutation strategies ofDE Chaotic searchwas introduced
10 Mathematical Problems in Engineering
Table 9 Statistical features of the results obtained by HBBO with different119898max
Best minus15 minus15 minus15 minus15 minus15Mean minus14666665 minus14633610 minus14600000 minus14799953 minus14632939Worst minus12999949 minus12008289 minus13 minus13 minus12SD 758119864 minus 1 849119864 minus 1 814119864 minus 1 610E minus 1 850119864 minus 1
G02
Best minus08036071 minus08036171 minus08036185 minus08036179 minus08036173Mean minus07780832 minus07787019 minus07799297 minus07805965 minus07775819Worst minus071807066 minus07501355 minus07248475 minus07330360 minus07225584SD 203119864 minus 2 158E minus 2 183119864 minus 2 187119864 minus 2 219119864 minus 2
G03
Best minus10044781 minus10050100 10050100 10050100 minus10050100Mean minus07515293 minus10050100 10050100 10050100 minus10050100Worst minus02971747 minus10050100 10050100 10050100 minus10050100SD 23119864 minus 1 253119864 minus 10 410119864 minus 10 288E minus 12 539119864 minus 12
G07
Best 243062091 243062091 243062091 243062091 243062091Mean 243062100 243062091 243062091 243062091 243062091Worst 243062351 243062091 243062091 243062091 243062091SD 474119864 minus 6 700119864 minus 10 235E minus 10 649119864 minus 10 797119864 minus 10
G10
Best 7049248021 7049248021 7049248021 7049248021 7049248021Mean 7054178611 7049248022 7049248021 7049248021 7049248027Worst 7194608835 7049248076 7049248021 7049248021 7049248200SD 2652 102119864 minus 5 420E minus 8 108119864 minus 7 327119864 minus 5
for escape from stagnation and Debrsquos feasibility-based rulewas applied to handle constraints Furthermore self-adaptionmechanism for themutation scaling factor of DE was utilizedto avoid bothering of choosing an appropriate parameter
Simulation experiments were performed on twelvebenchmark test functions and four well-known engineeringoptimization problems HBBO can obtain better or compara-ble results in contrast with other state-of-the-art optimizationtechnologies At the same time the low computation cost isthe obvious advantage of our HBBO In short HBBO is aneffective and efficient method for constrained optimizationIn addition the influence of maximum mutation rate wasinvestigated and the results demonstrate HBBO with maxi-mummutation rate ofmiddle value has better comprehensiveperformance
Maximum immigration rate 119868 and emigration rate 119864affect the migration probability and the prior probability ofexistence for individuals in population How to select thefittest 119864 and 119868 for HBBO will be one possible focus of ourresearch in the future Besides HBBO will be extended tomultiobjectives optimization
Appendices
A Benchmark Test Functions
A1 G01
Minimize 119891 () = 54
sum119894=1
119909119894minus 54
sum119894=1
1199092119894minus13
sum119894=5
119909119894
subject to 1198921 () = 2119909
1+ 21199092+ 11990910
+ 11990911
minus 10 le 0
1198922 () = 2119909
1+ 21199093+ 11990910
+ 11990912
minus 10 le 0
1198923 () = 2119909
2+ 21199093+ 11990911
+ 11990912
minus 10 le 0
1198924 () = minus8119909
1+ 11990910
le 0
1198925 () = minus8119909
2+ 11990911
le 0
1198926 () = minus8119909
3+ 11990912
le 0
1198927 () = minus2119909
4minus 1199095+ 11990910
le 0
1198928 () = minus2119909
6minus 1199097+ 11990911
le 0
1198929 () = minus2119909
8minus 1199099+ 11990912
le 0
(A1)
where the bounds are 0 le 119909119894le 1 (119894 = 1 9) 0 le 119909
119894le 100
(119894 = 10 11 12) and 0 le 11990913
le 1 The global optimum is atlowast = (1 1 1 1 1 1 1 1 1 3 3 3 1) with
where 0 le 119909119894le 10 (119894 = 1 2 3) and 119901 119902 119903 = 1 2 9 A
point (1199091 1199092 1199093) is feasible if and only if there exist 119901 119902 119903
such that the above inequality holds The optimum solutionis lowast = (5 5 5) with 119891(lowast) = 1
B Engineering Design Problems
B1 Welded Beam Design Problem A welded beam isdesigned for the minimum cost subject to constraints onshear stress (120591) bending stress in the beam (120579) bucking load
Mathematical Problems in Engineering 13
on the bar (119875119888) end deflection of the beam (120575) and side
constraintsThere are four design variables ℎ(1199091) 119897(1199092) 119905(1199093)
14 in 119864 = 30 times 106 psi 119866 = 12 times 106 psi 120591max = 13 600 psi120590max = 30 000 psi 120575max = 025 in 01 le 119909
1le 2
01 le 1199092le 10 01 le 119909
3le 10 01 le 119909
4le 2
B2 TensionCompression String Design Problem In thisproblem the objective is to minimize the weight of a ten-sioncompression spring subject to constraints on minimumdeflection shear stress surge frequency and limits on outsidediameter and on design variablesThe design variables are themean coil diameter 119863(119909
2) the wire diameter 119889(119909
1) and the
number of active coils 119875(1199093)
Minimize 119891 () = (1199093+ 2) 119909
211990921
subject to 1198921 () = 1 minus
119909321199093
7178511990941
le 0
1198922 () =
411990922minus 11990911199092
12566 (119909211990931minus 11990941)+
1
510811990921
minus 1 le 0
1198923 () = 1 minus
140451199091
119909221199093
le 0
1198924 () =
1199091+ 1199092
15minus 1 le 0
(B2)
where 005 le 1199091le 2 025 le 119909
2le 13 and 2 le 119909
3le 15
B3 Speed Reducer Design Problem
Minimize 119891 () = 07854119909111990922
times (3333311990923+ 149334119909
3minus 430934)
minus 15081199091(11990926+ 11990927) + 74777 (1199093
6+ 11990937)
+ 07854 (119909411990926+ 119909511990927)
subject to 1198921 () =
27
1199091119909221199093
minus 1 le 0
1198922 () =
3975
11990911199092211990923
minus 1 le 0
1198923 () =
19311990934
1199092119909461199093
minus 1 le 0
1198924 () =
19311990935
1199092119909471199093
minus 1 le 0
1198925 () =
[(745119909411990921199093)2+ 169 times 106]
12
11011990936
minus 1 le 0
1198926 () =
[(745119909511990921199093)2+ 1575 times 106]
12
8511990937
minus 1 le 0
1198927 () =
11990921199093
40minus 1 le 0
1198928 () =
51199092
1199091
minus 1 le 0
1198929 () =
1199091
121199092
minus 1 le 0
11989210 () =
151199096+ 19
1199094
minus 1 le 0
11989211 () =
111199097+ 19
1199095
minus 1 le 0
(B3)
where 26 le 1199091le 36 07 le 119909
2le 08 17 le 119909
3le 28 73 le
1199094le 83 73 le 119909
5le 83 29 le 119909
6le 39 and 50 le 119909
7le 55
B4 Three-Bar Truss Design Problem
Minimize 119891 () = (2radic21199091+ 1199092) times 119897
subject to 1198921 () =
radic21199091+ 1199092
radic211990921+ 211990911199092
119875 minus 120590 le 0
14 Mathematical Problems in Engineering
1198922 () =
1199092
radic211990921+ 211990911199092
119875 minus 120590 le 0
1198923 () =
1
radic21199092+ 1199091
119875 minus 120590 le 0
(B4)
where 0 le 1199091le 1 and 0 le 119909
2le 1 119897 = 100 cm 119875 = 2 kNcm2
and 120590 = 2 kNcm2
Conflict of Interests
The authors declare that there is no conflict of interestsregarding the publication of this paper
Acknowledgments
This research is supported by the Specialized Research Fundfor the Doctoral Program of Higher Education of Chinaunder Grant no 20120036130001 the Fundamental ResearchFunds for the Central Universities of China under Grantno 2014MS93 and the Independent Research Funds of StateKey Laboratory of Alternate Electrical Power System withRenewable Energy Sources of China under Grant no 201414
References
[1] D E GoldbergGenetic Algorithms in Search Optimization andMachine Learning Addison-Wesley Reading Mass USA 1989
[2] J Kennedy and R Eberhart ldquoParticle swarm optimizationrdquo inProceedings of the IEEE Conference on Neural Networks vol 4pp 1942ndash1948 November-December 1995
[3] R Storn and K Price ldquoDifferential evolutionmdasha simple andefficient heuristic for global optimization over continuousspacesrdquo Journal of Global Optimization vol 11 no 4 pp 341ndash359 1997
[4] R Storn ldquoSystem design by constraint adaptation and differen-tial evolutionrdquo IEEETransactions on Evolutionary Computationvol 3 no 1 pp 22ndash34 1999
[5] C Blum ldquoAnt colony optimization Introduction and recenttrendsrdquo Physics of Life Reviews vol 2 no 4 pp 353ndash373 2005
[6] D Karaboga and B Basturk ldquoA powerful and efficient algo-rithm for numerical function optimization artificial bee colony(ABC) algorithmrdquo Journal of Global Optimization vol 39 no 3pp 459ndash471 2007
[7] B Akay and D Karaboga ldquoArtificial bee colony algorithmfor large-scale problems and engineering design optimizationrdquoJournal of IntelligentManufacturing vol 23 no 4 pp 1001ndash10142012
[8] D Simon ldquoBiogeography-based optimizationrdquo IEEE Transac-tions on Evolutionary Computation vol 12 no 6 pp 702ndash7132008
[9] D Simon R Rarick M Ergezer and D Du ldquoAnalytical andnumerical comparisons of biogeography-based optimizationand genetic algorithmsrdquo Information Sciences vol 181 no 7 pp1224ndash1248 2011
[10] M M Sayed M S Saad H M Emara and E E Abou El-Zahab ldquoA novel method for PID tuning using a modifiedbiogeography-based optimization algorithmrdquo in Proceedings of
the 24th Chinese Control and Decision Conference (CCDC rsquo12)pp 1642ndash1647 Taiyuan China May 2012
[11] L Wang and Y Xu ldquoAn effective hybrid biogeography-basedoptimization algorithm for parameter estimation of chaoticsystemsrdquo Expert Systems with Applications vol 38 no 12 pp15103ndash15109 2011
[12] D Du and D Simon ldquoComplex system optimization usingbiogeography-based optimizationrdquo Mathematical Problems inEngineering vol 2013 Article ID 456232 17 pages 2013
[13] V K Panchal P Singh N Kaur and H Kundra ldquoBiogeographybased satellite image classificationrdquo International Journal ofComputer Science and Information Security vol 6 no 2 pp269ndash274 2009
[14] H Ma ldquoAn analysis of the equilibrium of migration models forbiogeography-based optimizationrdquo Information Sciences vol180 no 18 pp 3444ndash3464 2010
[15] W Gong Z Cai and C X Ling ldquoDEBBO a hybrid differentialevolution with biogeography-based optimization for globalnumerical optimizationrdquo Soft Computing vol 15 no 4 pp 645ndash665 2010
[16] H Ma and D Simon ldquoBlended biogeography-based optimiza-tion for constrained optimizationrdquo Engineering Applications ofArtificial Intelligence vol 24 no 3 pp 517ndash525 2011
[17] X Li and M Yin ldquoMulti-operator based biogeography basedoptimization withmutation for global numerical optimizationrdquoComputers andMathematics with Applications vol 64 no 9 pp2833ndash2844 2012
[18] X Li J Wang J Zhou and M Yin ldquoA perturb biogeographybased optimization with mutation for global numerical opti-mizationrdquo Applied Mathematics and Computation vol 218 no2 pp 598ndash609 2011
[19] I Boussaıd A Chatterjee P Siarry and M Ahmed-NacerldquoBiogeography-based optimization for constrained optimiza-tion problemsrdquo Computers and Operations Research vol 39 no12 pp 3293ndash3304 2012
[20] G Xiong D Shi and X Duan ldquoEnhancing the performance ofbiogeography-based optimization using polyphyletic migrationoperator and orthogonal learningrdquo Computers and OperationsResearch vol 41 pp 125ndash139 2014
[21] K Deb ldquoAn efficient constraint handling method for geneticalgorithmsrdquo Computer Methods in Applied Mechanics and Engi-neering vol 186 no 2ndash4 pp 311ndash338 2000
[22] WGuo LWang andQWu ldquoAn analysis of themigration ratesfor biogeography-based optimizationrdquo Information Sciencesvol 254 pp 111ndash140 2014
[23] D Simon ldquoThe Matlab code of biogeography-based optimiza-tionrdquo 2008 httpacademiccsuohioedusimondbbo
[24] M M Raghuwanshi and O G Kakde ldquoSurvey on multiob-jective evolutionary and real coded genetic algorithmsrdquo inProcessings of the 8th Asia Pacific Symposium on Intelligent andEvolutionary Systems pp 150ndash161 Cairns Australia December2004
[25] J Brest S Greiner B Boskovic M Mernik and V ZumerldquoSelf-adapting control parameters in differential evolution acomparative study on numerical benchmark problemsrdquo IEEETransactions on Evolutionary Computation vol 10 no 6 pp646ndash657 2006
[26] A Amirjanov ldquoThe development of a changing range geneticalgorithmrdquo Computer Methods in Applied Mechanics and Engi-neering vol 195 no 19 pp 2495ndash2508 2006
Mathematical Problems in Engineering 15
[27] H Liu Z Cai and Y Wang ldquoHybridizing particle swarm opti-mization with differential evolution for constrained numericaland engineering optimizationrdquoApplied Soft Computing Journalvol 10 no 2 pp 629ndash640 2010
[28] F Huang L Wang and Q He ldquoAn effective co-evolutionarydifferential evolution for constrained optimizationrdquo AppliedMathematics andComputation vol 186 no 1 pp 340ndash356 2007
[29] B Tessema and G G Yen ldquoA self adaptive penalty functionbased algorithm for constrained optimizationrdquo inOroceeding ofthe IEEE Congress on Evolutionary Computation (CEC 06) pp246ndash253 Vancouver Canada July 2006
[30] E Mezura-Montes and C C Coello ldquoA simple multimemberedevolution strategy to solve constrained optimization problemsrdquoIEEE Transactions on Evolutionary Computation vol 9 no 1pp 1ndash17 2005
[31] Q He and L Wang ldquoAn effective co-evolutionary particleswarm optimization for constrained engineering design prob-lemsrdquo Engineering Applications of Artificial Intelligence vol 20no 1 pp 89ndash99 2007
[32] M E Mezura and C C Coello ldquoUseful infeasible solutions inengineering optimizationwith evolutionary algorithmsrdquo inPro-ceedings of the 4thMexican International Conference onArtificialIntelligence pp 625ndash662 Monterrey Mexico November 2005
[33] K E Parsopoulos and M N Vrahatis ldquoUnified Particle SwarmOptimization for solving constrained engineering optimiza-tion problemsrdquo in Proceedings of the International Conferenceon Natural Computation (ICNC rsquo05) pp 582ndash591 ChangshaChina August 2005
[34] T Ray andKM Liew ldquoSociety and civilization an optimizationalgorithm based on the simulation of social behaviorrdquo IEEETransactions onEvolutionaryComputation vol 7 no 4 pp 386ndash396 2003
Table 2 Statistic results for twelve benchmark functions obtained by HBBO
Function Optimal Best Mean Median Worst SD FFEsG01 minus15 minus15 minus14799953 minus15 minus13 610119864 minus 1 50100G02 minus0803619 minus08036179 minus07805965 minus07852652 minus07330360 1870119864 minus 2 75200G03 minus1 minus10050100 minus10050100 minus10050100 minus10050100 288119864 minus 12 150100G04 minus30665539 minus3066553867 minus306655387 minus306655387 minus306655387 111119864 minus 11 37600G05 51264981 51264842 51264842 51264842 51264842 923119864 minus 4 375100G06 minus696181388 minus696181388 minus696181388 minus696181388 minus696181388 370119864 minus 12 50100G07 243062091 243062091 243062091 243062091 243062091 649119864 minus 10 125400G08 minus0095825 minus0095825 minus0095825 minus0095825 minus0095825 106119864 minus 17 10100G09 680630057 680630057 680630057 680630057 680630057 516119864 minus 13 75100G10 7049248021 7049248021 7049248021 7049248021 7049248021 108119864 minus 7 137600G11 075 074990 074990 074990 074990 113119864 minus 16 75100G12 minus1 minus1 minus1 minus1 minus1 0 12600
For each test function we performed 30 independentruns in matlab 70 The parameters of HBBO for experimentsare set as follows 119864 = 119868 = 1 is chosen as recommendedin [8] 119898max is set to be 08 which is much bigger than thecorresponding value in basic BBO because big 119898max canimprove mutation probabilities of individuals in populationand enhance population diversity based on the suggestionsof mutation factor in DE in [3] and numerous experiments119865119897= 075 and 119865
119906= 015 are chosen 120578 = 20 is chosen in the
light of the effect of 120578 on the search ability of SBX [24]Through various tests an appropriate set of population
size NP for all the selected functions is found with whichHBBO can present desirable performance In the set foundpopulation size NP for each benchmark function is given asthe following 200 for G02 150 for G07 and 100 for the rest ofbenchmark functions In each run themaximumgenerationsare given as the following 200 for G01 and G06 150 for G02and G04 600 for G03 1500 for G05 334 for G07 40 for G08300 for G09 and G11 550 for G10 and 50 for G12 In G03 andG05 the toleration value for equation constraint equals 0001as recommended in [19] the toleration value for equationconstraint of G11 is set to be 00001 as suggested in [26]
Table 2 summarizes the statistical features of results fortwelve test functions obtained by HBBO and number offitness function evaluations (FFEs) required From Table 2we can see that HBBO can get optimal solution in all 30 runsfor seven benchmark functions (G04 G06 G07 G08 G09G10 and G12) for G01 HBBO can get the optimal solutionsin some runs the best results obtained by HBBO are veryclose to the knownbest solution forG02 for three benchmarkfunctions (G03 G05 and G11) the results gained by HBBOare very close to the optimal solutions or the known bestsolution
42 Comparison with Other State-of-the-Art Methods In thispart the proposed approach HBBO is compared with othersix state-of-the-art optimization technologies
The following are the six state-of-the art optimizationtechnologies conventional BBO with DE mutation technol-ogy (CBO-DM) [19] hybrid PSO with DE strategy (PSO-DE) [27] coevolutionaryDE algorithm (CDE) [28] changing
range genetic algorithm (CRGA) [26] self-adaptive penaltyfunction based algorithm (SAPF) [29] and simple mul-timembered evolution strategy (SMES) [30] The statisticresults of other six approaches are compared with thatof HBBO in Table 3 which are gotten from the originalreferences The ldquoNArdquo in tables of the paper indicates theresults of compared algorithms are not available It should benoted that the best results obtained by algorithms are markedin boldface in the following tables As far as computationalcost is concerned CBO-DM SAPF CDE SMES respectivelyneed 350000 500000 248000 and 240000 FFEs for allthe test functions PSO-DE needs 70100 FFEs for G0417600 FFEs for G12 and 140100 FFEs for the rest of testfunctions 1350 to 68000 FFEs are required for CRGA thecomputational cost for CRGA is given in detail in [26]
With respect to CBO-DM a variant of BBO similarresults are obtained by HBBO for five functions (G04 G06G08 G09 and G12) in two functions (G07 G10) HBBO hasbetter performance in the respect of consideredmetrics (bestmean and worst) in G02 HBBO gets better best value withgreater variability the results of HBBO are obviously inferiorbut comparable for G01 the results obtained by HBBO areonly lightly inferior for three test functions (G03 G05 andG11) In addition the computational cost is far less than thatof CBO-DM for all selected benchmark functions exceptG05Consequently HBBO is powerful competitor for CBO-DMon constrained optimization
In contrast with other five state-of-the-art methods theperformance of HBBO is obviously inferior for function G01HBBO can get better or similar solutions for the selectedtest functions except for G01 G03 and G11 In G03 and G11the results obtained by HBBO are only lightly inferior tothose of SMES Furthermore the computational cost is verycompetitive with respect to othermethods for all selected testfunctions except G05
5 Simulation Tests on EngineeringOptimization Problems
In this part four well-known engineering optimization prob-lems are utilized to validate the performance of HBBO on
Mathematical Problems in Engineering 7
Table 3 Statistical features of results for twelve benchmark functions obtained by HBBO and other six state-of-the-art algorithms
Function Metrics HBBO CBO-DM PSO-DE CRGA SAPF SMES CDE
solving real-world optimization problems The four engi-neering optimization problems contain welded beam designproblem tensioncompression spring design problem speedreducer design problem and three-bar truss design problemwhich are listed in Appendix B Parameters in HBBO forthese four engineering optimization problems are as followspopulation size and maximum generations are respectively50 and 200 for welded beam design problem 50 and 350 fortensioncompression spring design problem 100 and 100 forspeed reducer design problem and 50 and 60 for three-bartruss design problem other parameters for HBBO are set inthe sameway as Section 4 For each engineering optimizationproblem 30 independent runs are performed Table 4 showedthe statistic results for the four engineering optimization
problems solved by HBBO We will evaluate performance ofHBBO in respect of the quality of results and computationalcost
In order to demonstrate the superiority of HBBO it iscompared with other state-of-the-art algorithms on the fourengineering problems Welded beam and tensioncompres-sion spring design problems are also attempted by PSO-DE[27] CDE [28] coevolutionary particle swarm optimization(CPSO) [31] (120583 + 120582)-evolutionary strategy ((120583 + 120582)-ES) [32]unified particle swarm optimization (UPSO) [33] and ABC[7] PSO-DE [27] (120583 + 120582)-ES [32] and ABC [7] have alsoalready performed on speed reducer design problem PSO-DE [27] and Ray and Liew [34] have also been applied tosolve three-bar truss design problem The comparison of
8 Mathematical Problems in Engineering
Table 4 Statistic results for four engineering optimization problems solved by HBBO
Engineering optimizationproblem Best Mean Median Worst SD FFEs
Welded beam design 1724852309 1724852309 1724852309 1724852309 114119864 minus 15 25050Tensioncompressionspring design 0012665233 0012665393 0012665234 0012666698 318119864 minus 07 43800
Table 5 Statistic results for welded beam design obtained byHBBOand other six state-of-the-art methods
Method Best Mean Worst FFEsHBBO 17248523 17248523 17248523 25050PSO-DE 17248531 17248579 17248811 33000CDE 1733461 1768158 1824105 240000CPSO 1728024 1748831 1782143 200000(120583 + 120582)-ES 1724852 1777692 NA 30000UPSO 192199 283721 NA 100000ABC 1724852 1741913 NA 30000
Table 6 Statistic results of HBBO and other six state-of-the-artmethods for tensioncompression spring design
Method Best Mean Worst FFEsHBBO 0012665233 0012665393 0012666698 43800PSO-DE 0012665233 0012665233 0012665233 42100CDE 00126702 0012703 0012790 240000CPSO 00126747 001273 0012924 200000(120583 + 120582)-ES 0012689 0013165 NA 30000UPSO 001312 002294 NA 100000ABC 0012665 0012709 NA 30000
Table 7 Statistic results of HBBO and other six state-of-the-artmethods for speed reducer design
Method Best Mean Worst FFEsHBBO 2996348165 2996348165 2996348165 25100PSO-DE 2996348165 2996348165 2996348166 70100(120583 + 120582)-ES 2996348 2996348 NA 30000ABC 2997058 2997058 NA 30000
statistical results and computational cost for four engineeringoptimization problems between HBBO and other algorithmsis shown in Tables 5 6 7 and 8
From Tables 5 6 7 and 8 it can be seen that HBBOoutperforms other compared algorithms for the given engi-neering optimization problems except tensioncompressionspring design problem for which PSO-DE has best per-formance For tensioncompression spring design problemHBBO get similar best result and the mean and worst resultsof it are just lightly inferior in contrast with PSO-DE
Table 8 Statistic results of HBBO and other six state-of-the-artmethods for three-bar truss design
Method Best Mean Worst FFEsHBBO 26389584338 26389584338 26389584338 7550PSO-DE 26389584338 26389584338 26389584338 17600Ray andLiew 26389584654 26390335672 26396975638 17610
6 Discussions
In this part HBBO is compared with the original BBOand self-adapting DE (SADE) to demonstrate the searchingefficiency of HBBO further In addition the influence ofmaximum mutation rate on searching efficiency of HBBO isinvestigated
61 Comparison with the Original BBO and SADE Thedetail of the original BBO can be gotten from [8] andSADE proposed in [25] is compared Specific parametersetting of these two algorithms is the same as the originalreferences while the parameters related to test functions suchas population size and constraint tolerance are in accordancewith Section 4Debrsquos feasible rule is applied inBBOand SADEto handle constraint Here HBBO is adopted in an identicalway as described in Section 4
Figure 1 illustrates typical evolution processes of objectivefunction value of best solution in population when fourbenchmark functions (G02 G03 G07 and G09) are respec-tively solved by HBBO BBO and SADE From Figure 1it can be seen that HBBO have fastest convergence speedwhile BBO is often trapped into stagnation So it can beconcluded that the exploration and exploitation of BBO arewell enhanced and balanced by new mutation operator andfurther hybridization with DE and chaotic search
62 Influence of Maximum Mutation Rate on HBBO Themaximum value of mutation rate 119898max is related to theprobability that individuals mutate by new hybrid mutationoperator so that it affects the balance degree of explorationand exploitation of HBBO In order to investigate the effect of119898max on search efficiency of HBBO119898max is set to be differentvalues including 005 01 04 08 and 1 The investigationexperiments are performed on five benchmark functions(G01 G02 G03 G07 and G10)
Mathematical Problems in Engineering 9
0 1 2 3 4 5 6 7 8NFFEs
Valu
e of o
bjec
tive f
unct
ion
G02
minus09
minus08
minus07
minus06
minus05
minus04
minus03
minus02
minus01
times10
4
(a) G02
0 2 4 6 8 10 12 14 16
0
NFFEs
Valu
e of o
bjec
tive f
unct
ion
G03
minus2
minus18
minus16
minus14
minus12
minus1
minus08
minus06
minus04
minus02
times10
4
(b) G03
2 4 6 8 10 12 1420
25
30
35
40
45
50
55
60
NFFEs
Loga
rithm
ic v
alue
of o
bjec
tive f
unct
ion
G07
HBBOSADEBBO
times10
4
(c) G07
1 2 3 4 5 6 7 8680
685
690
695
700
705
710
715
720
725
730
NFFEs
Valu
e of o
bjec
tive f
unct
ion
G09
HBBOSADEBBO
times10
4
(d) G09
Figure 1 Objective function value curves of four test functions solved by HBBO SADE and BBO
The other parameters are in accordance with descriptionin Section 4 For each value of119898max and test function we per-form 30 independent runs The statistical features of resultsobtained by HBBO with different 119898max are summarized inTable 9
From Table 9 we can see that the value of 119898max hassignificant influence on search efficiency of HBBO Theinfluence can be stated from three respects as the followingFirst HBBO with different value of 119898max has differentperformance on the five test functions Second HBBO withtoo small or too big 119898max could not solve the selected testfunctions well while HBBO with middle value of 119898max hasbetter comprehensive performance Third the fittest 119898maxfor each test function is different The influence above may
be explained as follows Too small 119898max cannot balance theexploitation of BBO well while too big 119898max will destroy theexploitation of BBO different test functions have differentcharacteristics so that they have different requirements ofexploration and exploitation of optimization algorithm
7 ConclusionsThe paper proposes a new hybrid biogeography based opti-mization (HBBO) for constrained optimization For thepresented algorithm HBBO a new mutation operator wasproposed to generate promising solutions by merging DEmutation with SBX a half of the population also evolved bytwomutation strategies ofDE Chaotic searchwas introduced
10 Mathematical Problems in Engineering
Table 9 Statistical features of the results obtained by HBBO with different119898max
Best minus15 minus15 minus15 minus15 minus15Mean minus14666665 minus14633610 minus14600000 minus14799953 minus14632939Worst minus12999949 minus12008289 minus13 minus13 minus12SD 758119864 minus 1 849119864 minus 1 814119864 minus 1 610E minus 1 850119864 minus 1
G02
Best minus08036071 minus08036171 minus08036185 minus08036179 minus08036173Mean minus07780832 minus07787019 minus07799297 minus07805965 minus07775819Worst minus071807066 minus07501355 minus07248475 minus07330360 minus07225584SD 203119864 minus 2 158E minus 2 183119864 minus 2 187119864 minus 2 219119864 minus 2
G03
Best minus10044781 minus10050100 10050100 10050100 minus10050100Mean minus07515293 minus10050100 10050100 10050100 minus10050100Worst minus02971747 minus10050100 10050100 10050100 minus10050100SD 23119864 minus 1 253119864 minus 10 410119864 minus 10 288E minus 12 539119864 minus 12
G07
Best 243062091 243062091 243062091 243062091 243062091Mean 243062100 243062091 243062091 243062091 243062091Worst 243062351 243062091 243062091 243062091 243062091SD 474119864 minus 6 700119864 minus 10 235E minus 10 649119864 minus 10 797119864 minus 10
G10
Best 7049248021 7049248021 7049248021 7049248021 7049248021Mean 7054178611 7049248022 7049248021 7049248021 7049248027Worst 7194608835 7049248076 7049248021 7049248021 7049248200SD 2652 102119864 minus 5 420E minus 8 108119864 minus 7 327119864 minus 5
for escape from stagnation and Debrsquos feasibility-based rulewas applied to handle constraints Furthermore self-adaptionmechanism for themutation scaling factor of DE was utilizedto avoid bothering of choosing an appropriate parameter
Simulation experiments were performed on twelvebenchmark test functions and four well-known engineeringoptimization problems HBBO can obtain better or compara-ble results in contrast with other state-of-the-art optimizationtechnologies At the same time the low computation cost isthe obvious advantage of our HBBO In short HBBO is aneffective and efficient method for constrained optimizationIn addition the influence of maximum mutation rate wasinvestigated and the results demonstrate HBBO with maxi-mummutation rate ofmiddle value has better comprehensiveperformance
Maximum immigration rate 119868 and emigration rate 119864affect the migration probability and the prior probability ofexistence for individuals in population How to select thefittest 119864 and 119868 for HBBO will be one possible focus of ourresearch in the future Besides HBBO will be extended tomultiobjectives optimization
Appendices
A Benchmark Test Functions
A1 G01
Minimize 119891 () = 54
sum119894=1
119909119894minus 54
sum119894=1
1199092119894minus13
sum119894=5
119909119894
subject to 1198921 () = 2119909
1+ 21199092+ 11990910
+ 11990911
minus 10 le 0
1198922 () = 2119909
1+ 21199093+ 11990910
+ 11990912
minus 10 le 0
1198923 () = 2119909
2+ 21199093+ 11990911
+ 11990912
minus 10 le 0
1198924 () = minus8119909
1+ 11990910
le 0
1198925 () = minus8119909
2+ 11990911
le 0
1198926 () = minus8119909
3+ 11990912
le 0
1198927 () = minus2119909
4minus 1199095+ 11990910
le 0
1198928 () = minus2119909
6minus 1199097+ 11990911
le 0
1198929 () = minus2119909
8minus 1199099+ 11990912
le 0
(A1)
where the bounds are 0 le 119909119894le 1 (119894 = 1 9) 0 le 119909
119894le 100
(119894 = 10 11 12) and 0 le 11990913
le 1 The global optimum is atlowast = (1 1 1 1 1 1 1 1 1 3 3 3 1) with
where 0 le 119909119894le 10 (119894 = 1 2 3) and 119901 119902 119903 = 1 2 9 A
point (1199091 1199092 1199093) is feasible if and only if there exist 119901 119902 119903
such that the above inequality holds The optimum solutionis lowast = (5 5 5) with 119891(lowast) = 1
B Engineering Design Problems
B1 Welded Beam Design Problem A welded beam isdesigned for the minimum cost subject to constraints onshear stress (120591) bending stress in the beam (120579) bucking load
Mathematical Problems in Engineering 13
on the bar (119875119888) end deflection of the beam (120575) and side
constraintsThere are four design variables ℎ(1199091) 119897(1199092) 119905(1199093)
14 in 119864 = 30 times 106 psi 119866 = 12 times 106 psi 120591max = 13 600 psi120590max = 30 000 psi 120575max = 025 in 01 le 119909
1le 2
01 le 1199092le 10 01 le 119909
3le 10 01 le 119909
4le 2
B2 TensionCompression String Design Problem In thisproblem the objective is to minimize the weight of a ten-sioncompression spring subject to constraints on minimumdeflection shear stress surge frequency and limits on outsidediameter and on design variablesThe design variables are themean coil diameter 119863(119909
2) the wire diameter 119889(119909
1) and the
number of active coils 119875(1199093)
Minimize 119891 () = (1199093+ 2) 119909
211990921
subject to 1198921 () = 1 minus
119909321199093
7178511990941
le 0
1198922 () =
411990922minus 11990911199092
12566 (119909211990931minus 11990941)+
1
510811990921
minus 1 le 0
1198923 () = 1 minus
140451199091
119909221199093
le 0
1198924 () =
1199091+ 1199092
15minus 1 le 0
(B2)
where 005 le 1199091le 2 025 le 119909
2le 13 and 2 le 119909
3le 15
B3 Speed Reducer Design Problem
Minimize 119891 () = 07854119909111990922
times (3333311990923+ 149334119909
3minus 430934)
minus 15081199091(11990926+ 11990927) + 74777 (1199093
6+ 11990937)
+ 07854 (119909411990926+ 119909511990927)
subject to 1198921 () =
27
1199091119909221199093
minus 1 le 0
1198922 () =
3975
11990911199092211990923
minus 1 le 0
1198923 () =
19311990934
1199092119909461199093
minus 1 le 0
1198924 () =
19311990935
1199092119909471199093
minus 1 le 0
1198925 () =
[(745119909411990921199093)2+ 169 times 106]
12
11011990936
minus 1 le 0
1198926 () =
[(745119909511990921199093)2+ 1575 times 106]
12
8511990937
minus 1 le 0
1198927 () =
11990921199093
40minus 1 le 0
1198928 () =
51199092
1199091
minus 1 le 0
1198929 () =
1199091
121199092
minus 1 le 0
11989210 () =
151199096+ 19
1199094
minus 1 le 0
11989211 () =
111199097+ 19
1199095
minus 1 le 0
(B3)
where 26 le 1199091le 36 07 le 119909
2le 08 17 le 119909
3le 28 73 le
1199094le 83 73 le 119909
5le 83 29 le 119909
6le 39 and 50 le 119909
7le 55
B4 Three-Bar Truss Design Problem
Minimize 119891 () = (2radic21199091+ 1199092) times 119897
subject to 1198921 () =
radic21199091+ 1199092
radic211990921+ 211990911199092
119875 minus 120590 le 0
14 Mathematical Problems in Engineering
1198922 () =
1199092
radic211990921+ 211990911199092
119875 minus 120590 le 0
1198923 () =
1
radic21199092+ 1199091
119875 minus 120590 le 0
(B4)
where 0 le 1199091le 1 and 0 le 119909
2le 1 119897 = 100 cm 119875 = 2 kNcm2
and 120590 = 2 kNcm2
Conflict of Interests
The authors declare that there is no conflict of interestsregarding the publication of this paper
Acknowledgments
This research is supported by the Specialized Research Fundfor the Doctoral Program of Higher Education of Chinaunder Grant no 20120036130001 the Fundamental ResearchFunds for the Central Universities of China under Grantno 2014MS93 and the Independent Research Funds of StateKey Laboratory of Alternate Electrical Power System withRenewable Energy Sources of China under Grant no 201414
References
[1] D E GoldbergGenetic Algorithms in Search Optimization andMachine Learning Addison-Wesley Reading Mass USA 1989
[2] J Kennedy and R Eberhart ldquoParticle swarm optimizationrdquo inProceedings of the IEEE Conference on Neural Networks vol 4pp 1942ndash1948 November-December 1995
[3] R Storn and K Price ldquoDifferential evolutionmdasha simple andefficient heuristic for global optimization over continuousspacesrdquo Journal of Global Optimization vol 11 no 4 pp 341ndash359 1997
[4] R Storn ldquoSystem design by constraint adaptation and differen-tial evolutionrdquo IEEETransactions on Evolutionary Computationvol 3 no 1 pp 22ndash34 1999
[5] C Blum ldquoAnt colony optimization Introduction and recenttrendsrdquo Physics of Life Reviews vol 2 no 4 pp 353ndash373 2005
[6] D Karaboga and B Basturk ldquoA powerful and efficient algo-rithm for numerical function optimization artificial bee colony(ABC) algorithmrdquo Journal of Global Optimization vol 39 no 3pp 459ndash471 2007
[7] B Akay and D Karaboga ldquoArtificial bee colony algorithmfor large-scale problems and engineering design optimizationrdquoJournal of IntelligentManufacturing vol 23 no 4 pp 1001ndash10142012
[8] D Simon ldquoBiogeography-based optimizationrdquo IEEE Transac-tions on Evolutionary Computation vol 12 no 6 pp 702ndash7132008
[9] D Simon R Rarick M Ergezer and D Du ldquoAnalytical andnumerical comparisons of biogeography-based optimizationand genetic algorithmsrdquo Information Sciences vol 181 no 7 pp1224ndash1248 2011
[10] M M Sayed M S Saad H M Emara and E E Abou El-Zahab ldquoA novel method for PID tuning using a modifiedbiogeography-based optimization algorithmrdquo in Proceedings of
the 24th Chinese Control and Decision Conference (CCDC rsquo12)pp 1642ndash1647 Taiyuan China May 2012
[11] L Wang and Y Xu ldquoAn effective hybrid biogeography-basedoptimization algorithm for parameter estimation of chaoticsystemsrdquo Expert Systems with Applications vol 38 no 12 pp15103ndash15109 2011
[12] D Du and D Simon ldquoComplex system optimization usingbiogeography-based optimizationrdquo Mathematical Problems inEngineering vol 2013 Article ID 456232 17 pages 2013
[13] V K Panchal P Singh N Kaur and H Kundra ldquoBiogeographybased satellite image classificationrdquo International Journal ofComputer Science and Information Security vol 6 no 2 pp269ndash274 2009
[14] H Ma ldquoAn analysis of the equilibrium of migration models forbiogeography-based optimizationrdquo Information Sciences vol180 no 18 pp 3444ndash3464 2010
[15] W Gong Z Cai and C X Ling ldquoDEBBO a hybrid differentialevolution with biogeography-based optimization for globalnumerical optimizationrdquo Soft Computing vol 15 no 4 pp 645ndash665 2010
[16] H Ma and D Simon ldquoBlended biogeography-based optimiza-tion for constrained optimizationrdquo Engineering Applications ofArtificial Intelligence vol 24 no 3 pp 517ndash525 2011
[17] X Li and M Yin ldquoMulti-operator based biogeography basedoptimization withmutation for global numerical optimizationrdquoComputers andMathematics with Applications vol 64 no 9 pp2833ndash2844 2012
[18] X Li J Wang J Zhou and M Yin ldquoA perturb biogeographybased optimization with mutation for global numerical opti-mizationrdquo Applied Mathematics and Computation vol 218 no2 pp 598ndash609 2011
[19] I Boussaıd A Chatterjee P Siarry and M Ahmed-NacerldquoBiogeography-based optimization for constrained optimiza-tion problemsrdquo Computers and Operations Research vol 39 no12 pp 3293ndash3304 2012
[20] G Xiong D Shi and X Duan ldquoEnhancing the performance ofbiogeography-based optimization using polyphyletic migrationoperator and orthogonal learningrdquo Computers and OperationsResearch vol 41 pp 125ndash139 2014
[21] K Deb ldquoAn efficient constraint handling method for geneticalgorithmsrdquo Computer Methods in Applied Mechanics and Engi-neering vol 186 no 2ndash4 pp 311ndash338 2000
[22] WGuo LWang andQWu ldquoAn analysis of themigration ratesfor biogeography-based optimizationrdquo Information Sciencesvol 254 pp 111ndash140 2014
[23] D Simon ldquoThe Matlab code of biogeography-based optimiza-tionrdquo 2008 httpacademiccsuohioedusimondbbo
[24] M M Raghuwanshi and O G Kakde ldquoSurvey on multiob-jective evolutionary and real coded genetic algorithmsrdquo inProcessings of the 8th Asia Pacific Symposium on Intelligent andEvolutionary Systems pp 150ndash161 Cairns Australia December2004
[25] J Brest S Greiner B Boskovic M Mernik and V ZumerldquoSelf-adapting control parameters in differential evolution acomparative study on numerical benchmark problemsrdquo IEEETransactions on Evolutionary Computation vol 10 no 6 pp646ndash657 2006
[26] A Amirjanov ldquoThe development of a changing range geneticalgorithmrdquo Computer Methods in Applied Mechanics and Engi-neering vol 195 no 19 pp 2495ndash2508 2006
Mathematical Problems in Engineering 15
[27] H Liu Z Cai and Y Wang ldquoHybridizing particle swarm opti-mization with differential evolution for constrained numericaland engineering optimizationrdquoApplied Soft Computing Journalvol 10 no 2 pp 629ndash640 2010
[28] F Huang L Wang and Q He ldquoAn effective co-evolutionarydifferential evolution for constrained optimizationrdquo AppliedMathematics andComputation vol 186 no 1 pp 340ndash356 2007
[29] B Tessema and G G Yen ldquoA self adaptive penalty functionbased algorithm for constrained optimizationrdquo inOroceeding ofthe IEEE Congress on Evolutionary Computation (CEC 06) pp246ndash253 Vancouver Canada July 2006
[30] E Mezura-Montes and C C Coello ldquoA simple multimemberedevolution strategy to solve constrained optimization problemsrdquoIEEE Transactions on Evolutionary Computation vol 9 no 1pp 1ndash17 2005
[31] Q He and L Wang ldquoAn effective co-evolutionary particleswarm optimization for constrained engineering design prob-lemsrdquo Engineering Applications of Artificial Intelligence vol 20no 1 pp 89ndash99 2007
[32] M E Mezura and C C Coello ldquoUseful infeasible solutions inengineering optimizationwith evolutionary algorithmsrdquo inPro-ceedings of the 4thMexican International Conference onArtificialIntelligence pp 625ndash662 Monterrey Mexico November 2005
[33] K E Parsopoulos and M N Vrahatis ldquoUnified Particle SwarmOptimization for solving constrained engineering optimiza-tion problemsrdquo in Proceedings of the International Conferenceon Natural Computation (ICNC rsquo05) pp 582ndash591 ChangshaChina August 2005
[34] T Ray andKM Liew ldquoSociety and civilization an optimizationalgorithm based on the simulation of social behaviorrdquo IEEETransactions onEvolutionaryComputation vol 7 no 4 pp 386ndash396 2003
solving real-world optimization problems The four engi-neering optimization problems contain welded beam designproblem tensioncompression spring design problem speedreducer design problem and three-bar truss design problemwhich are listed in Appendix B Parameters in HBBO forthese four engineering optimization problems are as followspopulation size and maximum generations are respectively50 and 200 for welded beam design problem 50 and 350 fortensioncompression spring design problem 100 and 100 forspeed reducer design problem and 50 and 60 for three-bartruss design problem other parameters for HBBO are set inthe sameway as Section 4 For each engineering optimizationproblem 30 independent runs are performed Table 4 showedthe statistic results for the four engineering optimization
problems solved by HBBO We will evaluate performance ofHBBO in respect of the quality of results and computationalcost
In order to demonstrate the superiority of HBBO it iscompared with other state-of-the-art algorithms on the fourengineering problems Welded beam and tensioncompres-sion spring design problems are also attempted by PSO-DE[27] CDE [28] coevolutionary particle swarm optimization(CPSO) [31] (120583 + 120582)-evolutionary strategy ((120583 + 120582)-ES) [32]unified particle swarm optimization (UPSO) [33] and ABC[7] PSO-DE [27] (120583 + 120582)-ES [32] and ABC [7] have alsoalready performed on speed reducer design problem PSO-DE [27] and Ray and Liew [34] have also been applied tosolve three-bar truss design problem The comparison of
8 Mathematical Problems in Engineering
Table 4 Statistic results for four engineering optimization problems solved by HBBO
Engineering optimizationproblem Best Mean Median Worst SD FFEs
Welded beam design 1724852309 1724852309 1724852309 1724852309 114119864 minus 15 25050Tensioncompressionspring design 0012665233 0012665393 0012665234 0012666698 318119864 minus 07 43800
Table 5 Statistic results for welded beam design obtained byHBBOand other six state-of-the-art methods
Method Best Mean Worst FFEsHBBO 17248523 17248523 17248523 25050PSO-DE 17248531 17248579 17248811 33000CDE 1733461 1768158 1824105 240000CPSO 1728024 1748831 1782143 200000(120583 + 120582)-ES 1724852 1777692 NA 30000UPSO 192199 283721 NA 100000ABC 1724852 1741913 NA 30000
Table 6 Statistic results of HBBO and other six state-of-the-artmethods for tensioncompression spring design
Method Best Mean Worst FFEsHBBO 0012665233 0012665393 0012666698 43800PSO-DE 0012665233 0012665233 0012665233 42100CDE 00126702 0012703 0012790 240000CPSO 00126747 001273 0012924 200000(120583 + 120582)-ES 0012689 0013165 NA 30000UPSO 001312 002294 NA 100000ABC 0012665 0012709 NA 30000
Table 7 Statistic results of HBBO and other six state-of-the-artmethods for speed reducer design
Method Best Mean Worst FFEsHBBO 2996348165 2996348165 2996348165 25100PSO-DE 2996348165 2996348165 2996348166 70100(120583 + 120582)-ES 2996348 2996348 NA 30000ABC 2997058 2997058 NA 30000
statistical results and computational cost for four engineeringoptimization problems between HBBO and other algorithmsis shown in Tables 5 6 7 and 8
From Tables 5 6 7 and 8 it can be seen that HBBOoutperforms other compared algorithms for the given engi-neering optimization problems except tensioncompressionspring design problem for which PSO-DE has best per-formance For tensioncompression spring design problemHBBO get similar best result and the mean and worst resultsof it are just lightly inferior in contrast with PSO-DE
Table 8 Statistic results of HBBO and other six state-of-the-artmethods for three-bar truss design
Method Best Mean Worst FFEsHBBO 26389584338 26389584338 26389584338 7550PSO-DE 26389584338 26389584338 26389584338 17600Ray andLiew 26389584654 26390335672 26396975638 17610
6 Discussions
In this part HBBO is compared with the original BBOand self-adapting DE (SADE) to demonstrate the searchingefficiency of HBBO further In addition the influence ofmaximum mutation rate on searching efficiency of HBBO isinvestigated
61 Comparison with the Original BBO and SADE Thedetail of the original BBO can be gotten from [8] andSADE proposed in [25] is compared Specific parametersetting of these two algorithms is the same as the originalreferences while the parameters related to test functions suchas population size and constraint tolerance are in accordancewith Section 4Debrsquos feasible rule is applied inBBOand SADEto handle constraint Here HBBO is adopted in an identicalway as described in Section 4
Figure 1 illustrates typical evolution processes of objectivefunction value of best solution in population when fourbenchmark functions (G02 G03 G07 and G09) are respec-tively solved by HBBO BBO and SADE From Figure 1it can be seen that HBBO have fastest convergence speedwhile BBO is often trapped into stagnation So it can beconcluded that the exploration and exploitation of BBO arewell enhanced and balanced by new mutation operator andfurther hybridization with DE and chaotic search
62 Influence of Maximum Mutation Rate on HBBO Themaximum value of mutation rate 119898max is related to theprobability that individuals mutate by new hybrid mutationoperator so that it affects the balance degree of explorationand exploitation of HBBO In order to investigate the effect of119898max on search efficiency of HBBO119898max is set to be differentvalues including 005 01 04 08 and 1 The investigationexperiments are performed on five benchmark functions(G01 G02 G03 G07 and G10)
Mathematical Problems in Engineering 9
0 1 2 3 4 5 6 7 8NFFEs
Valu
e of o
bjec
tive f
unct
ion
G02
minus09
minus08
minus07
minus06
minus05
minus04
minus03
minus02
minus01
times10
4
(a) G02
0 2 4 6 8 10 12 14 16
0
NFFEs
Valu
e of o
bjec
tive f
unct
ion
G03
minus2
minus18
minus16
minus14
minus12
minus1
minus08
minus06
minus04
minus02
times10
4
(b) G03
2 4 6 8 10 12 1420
25
30
35
40
45
50
55
60
NFFEs
Loga
rithm
ic v
alue
of o
bjec
tive f
unct
ion
G07
HBBOSADEBBO
times10
4
(c) G07
1 2 3 4 5 6 7 8680
685
690
695
700
705
710
715
720
725
730
NFFEs
Valu
e of o
bjec
tive f
unct
ion
G09
HBBOSADEBBO
times10
4
(d) G09
Figure 1 Objective function value curves of four test functions solved by HBBO SADE and BBO
The other parameters are in accordance with descriptionin Section 4 For each value of119898max and test function we per-form 30 independent runs The statistical features of resultsobtained by HBBO with different 119898max are summarized inTable 9
From Table 9 we can see that the value of 119898max hassignificant influence on search efficiency of HBBO Theinfluence can be stated from three respects as the followingFirst HBBO with different value of 119898max has differentperformance on the five test functions Second HBBO withtoo small or too big 119898max could not solve the selected testfunctions well while HBBO with middle value of 119898max hasbetter comprehensive performance Third the fittest 119898maxfor each test function is different The influence above may
be explained as follows Too small 119898max cannot balance theexploitation of BBO well while too big 119898max will destroy theexploitation of BBO different test functions have differentcharacteristics so that they have different requirements ofexploration and exploitation of optimization algorithm
7 ConclusionsThe paper proposes a new hybrid biogeography based opti-mization (HBBO) for constrained optimization For thepresented algorithm HBBO a new mutation operator wasproposed to generate promising solutions by merging DEmutation with SBX a half of the population also evolved bytwomutation strategies ofDE Chaotic searchwas introduced
10 Mathematical Problems in Engineering
Table 9 Statistical features of the results obtained by HBBO with different119898max
Best minus15 minus15 minus15 minus15 minus15Mean minus14666665 minus14633610 minus14600000 minus14799953 minus14632939Worst minus12999949 minus12008289 minus13 minus13 minus12SD 758119864 minus 1 849119864 minus 1 814119864 minus 1 610E minus 1 850119864 minus 1
G02
Best minus08036071 minus08036171 minus08036185 minus08036179 minus08036173Mean minus07780832 minus07787019 minus07799297 minus07805965 minus07775819Worst minus071807066 minus07501355 minus07248475 minus07330360 minus07225584SD 203119864 minus 2 158E minus 2 183119864 minus 2 187119864 minus 2 219119864 minus 2
G03
Best minus10044781 minus10050100 10050100 10050100 minus10050100Mean minus07515293 minus10050100 10050100 10050100 minus10050100Worst minus02971747 minus10050100 10050100 10050100 minus10050100SD 23119864 minus 1 253119864 minus 10 410119864 minus 10 288E minus 12 539119864 minus 12
G07
Best 243062091 243062091 243062091 243062091 243062091Mean 243062100 243062091 243062091 243062091 243062091Worst 243062351 243062091 243062091 243062091 243062091SD 474119864 minus 6 700119864 minus 10 235E minus 10 649119864 minus 10 797119864 minus 10
G10
Best 7049248021 7049248021 7049248021 7049248021 7049248021Mean 7054178611 7049248022 7049248021 7049248021 7049248027Worst 7194608835 7049248076 7049248021 7049248021 7049248200SD 2652 102119864 minus 5 420E minus 8 108119864 minus 7 327119864 minus 5
for escape from stagnation and Debrsquos feasibility-based rulewas applied to handle constraints Furthermore self-adaptionmechanism for themutation scaling factor of DE was utilizedto avoid bothering of choosing an appropriate parameter
Simulation experiments were performed on twelvebenchmark test functions and four well-known engineeringoptimization problems HBBO can obtain better or compara-ble results in contrast with other state-of-the-art optimizationtechnologies At the same time the low computation cost isthe obvious advantage of our HBBO In short HBBO is aneffective and efficient method for constrained optimizationIn addition the influence of maximum mutation rate wasinvestigated and the results demonstrate HBBO with maxi-mummutation rate ofmiddle value has better comprehensiveperformance
Maximum immigration rate 119868 and emigration rate 119864affect the migration probability and the prior probability ofexistence for individuals in population How to select thefittest 119864 and 119868 for HBBO will be one possible focus of ourresearch in the future Besides HBBO will be extended tomultiobjectives optimization
Appendices
A Benchmark Test Functions
A1 G01
Minimize 119891 () = 54
sum119894=1
119909119894minus 54
sum119894=1
1199092119894minus13
sum119894=5
119909119894
subject to 1198921 () = 2119909
1+ 21199092+ 11990910
+ 11990911
minus 10 le 0
1198922 () = 2119909
1+ 21199093+ 11990910
+ 11990912
minus 10 le 0
1198923 () = 2119909
2+ 21199093+ 11990911
+ 11990912
minus 10 le 0
1198924 () = minus8119909
1+ 11990910
le 0
1198925 () = minus8119909
2+ 11990911
le 0
1198926 () = minus8119909
3+ 11990912
le 0
1198927 () = minus2119909
4minus 1199095+ 11990910
le 0
1198928 () = minus2119909
6minus 1199097+ 11990911
le 0
1198929 () = minus2119909
8minus 1199099+ 11990912
le 0
(A1)
where the bounds are 0 le 119909119894le 1 (119894 = 1 9) 0 le 119909
119894le 100
(119894 = 10 11 12) and 0 le 11990913
le 1 The global optimum is atlowast = (1 1 1 1 1 1 1 1 1 3 3 3 1) with
where 0 le 119909119894le 10 (119894 = 1 2 3) and 119901 119902 119903 = 1 2 9 A
point (1199091 1199092 1199093) is feasible if and only if there exist 119901 119902 119903
such that the above inequality holds The optimum solutionis lowast = (5 5 5) with 119891(lowast) = 1
B Engineering Design Problems
B1 Welded Beam Design Problem A welded beam isdesigned for the minimum cost subject to constraints onshear stress (120591) bending stress in the beam (120579) bucking load
Mathematical Problems in Engineering 13
on the bar (119875119888) end deflection of the beam (120575) and side
constraintsThere are four design variables ℎ(1199091) 119897(1199092) 119905(1199093)
14 in 119864 = 30 times 106 psi 119866 = 12 times 106 psi 120591max = 13 600 psi120590max = 30 000 psi 120575max = 025 in 01 le 119909
1le 2
01 le 1199092le 10 01 le 119909
3le 10 01 le 119909
4le 2
B2 TensionCompression String Design Problem In thisproblem the objective is to minimize the weight of a ten-sioncompression spring subject to constraints on minimumdeflection shear stress surge frequency and limits on outsidediameter and on design variablesThe design variables are themean coil diameter 119863(119909
2) the wire diameter 119889(119909
1) and the
number of active coils 119875(1199093)
Minimize 119891 () = (1199093+ 2) 119909
211990921
subject to 1198921 () = 1 minus
119909321199093
7178511990941
le 0
1198922 () =
411990922minus 11990911199092
12566 (119909211990931minus 11990941)+
1
510811990921
minus 1 le 0
1198923 () = 1 minus
140451199091
119909221199093
le 0
1198924 () =
1199091+ 1199092
15minus 1 le 0
(B2)
where 005 le 1199091le 2 025 le 119909
2le 13 and 2 le 119909
3le 15
B3 Speed Reducer Design Problem
Minimize 119891 () = 07854119909111990922
times (3333311990923+ 149334119909
3minus 430934)
minus 15081199091(11990926+ 11990927) + 74777 (1199093
6+ 11990937)
+ 07854 (119909411990926+ 119909511990927)
subject to 1198921 () =
27
1199091119909221199093
minus 1 le 0
1198922 () =
3975
11990911199092211990923
minus 1 le 0
1198923 () =
19311990934
1199092119909461199093
minus 1 le 0
1198924 () =
19311990935
1199092119909471199093
minus 1 le 0
1198925 () =
[(745119909411990921199093)2+ 169 times 106]
12
11011990936
minus 1 le 0
1198926 () =
[(745119909511990921199093)2+ 1575 times 106]
12
8511990937
minus 1 le 0
1198927 () =
11990921199093
40minus 1 le 0
1198928 () =
51199092
1199091
minus 1 le 0
1198929 () =
1199091
121199092
minus 1 le 0
11989210 () =
151199096+ 19
1199094
minus 1 le 0
11989211 () =
111199097+ 19
1199095
minus 1 le 0
(B3)
where 26 le 1199091le 36 07 le 119909
2le 08 17 le 119909
3le 28 73 le
1199094le 83 73 le 119909
5le 83 29 le 119909
6le 39 and 50 le 119909
7le 55
B4 Three-Bar Truss Design Problem
Minimize 119891 () = (2radic21199091+ 1199092) times 119897
subject to 1198921 () =
radic21199091+ 1199092
radic211990921+ 211990911199092
119875 minus 120590 le 0
14 Mathematical Problems in Engineering
1198922 () =
1199092
radic211990921+ 211990911199092
119875 minus 120590 le 0
1198923 () =
1
radic21199092+ 1199091
119875 minus 120590 le 0
(B4)
where 0 le 1199091le 1 and 0 le 119909
2le 1 119897 = 100 cm 119875 = 2 kNcm2
and 120590 = 2 kNcm2
Conflict of Interests
The authors declare that there is no conflict of interestsregarding the publication of this paper
Acknowledgments
This research is supported by the Specialized Research Fundfor the Doctoral Program of Higher Education of Chinaunder Grant no 20120036130001 the Fundamental ResearchFunds for the Central Universities of China under Grantno 2014MS93 and the Independent Research Funds of StateKey Laboratory of Alternate Electrical Power System withRenewable Energy Sources of China under Grant no 201414
References
[1] D E GoldbergGenetic Algorithms in Search Optimization andMachine Learning Addison-Wesley Reading Mass USA 1989
[2] J Kennedy and R Eberhart ldquoParticle swarm optimizationrdquo inProceedings of the IEEE Conference on Neural Networks vol 4pp 1942ndash1948 November-December 1995
[3] R Storn and K Price ldquoDifferential evolutionmdasha simple andefficient heuristic for global optimization over continuousspacesrdquo Journal of Global Optimization vol 11 no 4 pp 341ndash359 1997
[4] R Storn ldquoSystem design by constraint adaptation and differen-tial evolutionrdquo IEEETransactions on Evolutionary Computationvol 3 no 1 pp 22ndash34 1999
[5] C Blum ldquoAnt colony optimization Introduction and recenttrendsrdquo Physics of Life Reviews vol 2 no 4 pp 353ndash373 2005
[6] D Karaboga and B Basturk ldquoA powerful and efficient algo-rithm for numerical function optimization artificial bee colony(ABC) algorithmrdquo Journal of Global Optimization vol 39 no 3pp 459ndash471 2007
[7] B Akay and D Karaboga ldquoArtificial bee colony algorithmfor large-scale problems and engineering design optimizationrdquoJournal of IntelligentManufacturing vol 23 no 4 pp 1001ndash10142012
[8] D Simon ldquoBiogeography-based optimizationrdquo IEEE Transac-tions on Evolutionary Computation vol 12 no 6 pp 702ndash7132008
[9] D Simon R Rarick M Ergezer and D Du ldquoAnalytical andnumerical comparisons of biogeography-based optimizationand genetic algorithmsrdquo Information Sciences vol 181 no 7 pp1224ndash1248 2011
[10] M M Sayed M S Saad H M Emara and E E Abou El-Zahab ldquoA novel method for PID tuning using a modifiedbiogeography-based optimization algorithmrdquo in Proceedings of
the 24th Chinese Control and Decision Conference (CCDC rsquo12)pp 1642ndash1647 Taiyuan China May 2012
[11] L Wang and Y Xu ldquoAn effective hybrid biogeography-basedoptimization algorithm for parameter estimation of chaoticsystemsrdquo Expert Systems with Applications vol 38 no 12 pp15103ndash15109 2011
[12] D Du and D Simon ldquoComplex system optimization usingbiogeography-based optimizationrdquo Mathematical Problems inEngineering vol 2013 Article ID 456232 17 pages 2013
[13] V K Panchal P Singh N Kaur and H Kundra ldquoBiogeographybased satellite image classificationrdquo International Journal ofComputer Science and Information Security vol 6 no 2 pp269ndash274 2009
[14] H Ma ldquoAn analysis of the equilibrium of migration models forbiogeography-based optimizationrdquo Information Sciences vol180 no 18 pp 3444ndash3464 2010
[15] W Gong Z Cai and C X Ling ldquoDEBBO a hybrid differentialevolution with biogeography-based optimization for globalnumerical optimizationrdquo Soft Computing vol 15 no 4 pp 645ndash665 2010
[16] H Ma and D Simon ldquoBlended biogeography-based optimiza-tion for constrained optimizationrdquo Engineering Applications ofArtificial Intelligence vol 24 no 3 pp 517ndash525 2011
[17] X Li and M Yin ldquoMulti-operator based biogeography basedoptimization withmutation for global numerical optimizationrdquoComputers andMathematics with Applications vol 64 no 9 pp2833ndash2844 2012
[18] X Li J Wang J Zhou and M Yin ldquoA perturb biogeographybased optimization with mutation for global numerical opti-mizationrdquo Applied Mathematics and Computation vol 218 no2 pp 598ndash609 2011
[19] I Boussaıd A Chatterjee P Siarry and M Ahmed-NacerldquoBiogeography-based optimization for constrained optimiza-tion problemsrdquo Computers and Operations Research vol 39 no12 pp 3293ndash3304 2012
[20] G Xiong D Shi and X Duan ldquoEnhancing the performance ofbiogeography-based optimization using polyphyletic migrationoperator and orthogonal learningrdquo Computers and OperationsResearch vol 41 pp 125ndash139 2014
[21] K Deb ldquoAn efficient constraint handling method for geneticalgorithmsrdquo Computer Methods in Applied Mechanics and Engi-neering vol 186 no 2ndash4 pp 311ndash338 2000
[22] WGuo LWang andQWu ldquoAn analysis of themigration ratesfor biogeography-based optimizationrdquo Information Sciencesvol 254 pp 111ndash140 2014
[23] D Simon ldquoThe Matlab code of biogeography-based optimiza-tionrdquo 2008 httpacademiccsuohioedusimondbbo
[24] M M Raghuwanshi and O G Kakde ldquoSurvey on multiob-jective evolutionary and real coded genetic algorithmsrdquo inProcessings of the 8th Asia Pacific Symposium on Intelligent andEvolutionary Systems pp 150ndash161 Cairns Australia December2004
[25] J Brest S Greiner B Boskovic M Mernik and V ZumerldquoSelf-adapting control parameters in differential evolution acomparative study on numerical benchmark problemsrdquo IEEETransactions on Evolutionary Computation vol 10 no 6 pp646ndash657 2006
[26] A Amirjanov ldquoThe development of a changing range geneticalgorithmrdquo Computer Methods in Applied Mechanics and Engi-neering vol 195 no 19 pp 2495ndash2508 2006
Mathematical Problems in Engineering 15
[27] H Liu Z Cai and Y Wang ldquoHybridizing particle swarm opti-mization with differential evolution for constrained numericaland engineering optimizationrdquoApplied Soft Computing Journalvol 10 no 2 pp 629ndash640 2010
[28] F Huang L Wang and Q He ldquoAn effective co-evolutionarydifferential evolution for constrained optimizationrdquo AppliedMathematics andComputation vol 186 no 1 pp 340ndash356 2007
[29] B Tessema and G G Yen ldquoA self adaptive penalty functionbased algorithm for constrained optimizationrdquo inOroceeding ofthe IEEE Congress on Evolutionary Computation (CEC 06) pp246ndash253 Vancouver Canada July 2006
[30] E Mezura-Montes and C C Coello ldquoA simple multimemberedevolution strategy to solve constrained optimization problemsrdquoIEEE Transactions on Evolutionary Computation vol 9 no 1pp 1ndash17 2005
[31] Q He and L Wang ldquoAn effective co-evolutionary particleswarm optimization for constrained engineering design prob-lemsrdquo Engineering Applications of Artificial Intelligence vol 20no 1 pp 89ndash99 2007
[32] M E Mezura and C C Coello ldquoUseful infeasible solutions inengineering optimizationwith evolutionary algorithmsrdquo inPro-ceedings of the 4thMexican International Conference onArtificialIntelligence pp 625ndash662 Monterrey Mexico November 2005
[33] K E Parsopoulos and M N Vrahatis ldquoUnified Particle SwarmOptimization for solving constrained engineering optimiza-tion problemsrdquo in Proceedings of the International Conferenceon Natural Computation (ICNC rsquo05) pp 582ndash591 ChangshaChina August 2005
[34] T Ray andKM Liew ldquoSociety and civilization an optimizationalgorithm based on the simulation of social behaviorrdquo IEEETransactions onEvolutionaryComputation vol 7 no 4 pp 386ndash396 2003
Table 5 Statistic results for welded beam design obtained byHBBOand other six state-of-the-art methods
Method Best Mean Worst FFEsHBBO 17248523 17248523 17248523 25050PSO-DE 17248531 17248579 17248811 33000CDE 1733461 1768158 1824105 240000CPSO 1728024 1748831 1782143 200000(120583 + 120582)-ES 1724852 1777692 NA 30000UPSO 192199 283721 NA 100000ABC 1724852 1741913 NA 30000
Table 6 Statistic results of HBBO and other six state-of-the-artmethods for tensioncompression spring design
Method Best Mean Worst FFEsHBBO 0012665233 0012665393 0012666698 43800PSO-DE 0012665233 0012665233 0012665233 42100CDE 00126702 0012703 0012790 240000CPSO 00126747 001273 0012924 200000(120583 + 120582)-ES 0012689 0013165 NA 30000UPSO 001312 002294 NA 100000ABC 0012665 0012709 NA 30000
Table 7 Statistic results of HBBO and other six state-of-the-artmethods for speed reducer design
Method Best Mean Worst FFEsHBBO 2996348165 2996348165 2996348165 25100PSO-DE 2996348165 2996348165 2996348166 70100(120583 + 120582)-ES 2996348 2996348 NA 30000ABC 2997058 2997058 NA 30000
statistical results and computational cost for four engineeringoptimization problems between HBBO and other algorithmsis shown in Tables 5 6 7 and 8
From Tables 5 6 7 and 8 it can be seen that HBBOoutperforms other compared algorithms for the given engi-neering optimization problems except tensioncompressionspring design problem for which PSO-DE has best per-formance For tensioncompression spring design problemHBBO get similar best result and the mean and worst resultsof it are just lightly inferior in contrast with PSO-DE
Table 8 Statistic results of HBBO and other six state-of-the-artmethods for three-bar truss design
Method Best Mean Worst FFEsHBBO 26389584338 26389584338 26389584338 7550PSO-DE 26389584338 26389584338 26389584338 17600Ray andLiew 26389584654 26390335672 26396975638 17610
6 Discussions
In this part HBBO is compared with the original BBOand self-adapting DE (SADE) to demonstrate the searchingefficiency of HBBO further In addition the influence ofmaximum mutation rate on searching efficiency of HBBO isinvestigated
61 Comparison with the Original BBO and SADE Thedetail of the original BBO can be gotten from [8] andSADE proposed in [25] is compared Specific parametersetting of these two algorithms is the same as the originalreferences while the parameters related to test functions suchas population size and constraint tolerance are in accordancewith Section 4Debrsquos feasible rule is applied inBBOand SADEto handle constraint Here HBBO is adopted in an identicalway as described in Section 4
Figure 1 illustrates typical evolution processes of objectivefunction value of best solution in population when fourbenchmark functions (G02 G03 G07 and G09) are respec-tively solved by HBBO BBO and SADE From Figure 1it can be seen that HBBO have fastest convergence speedwhile BBO is often trapped into stagnation So it can beconcluded that the exploration and exploitation of BBO arewell enhanced and balanced by new mutation operator andfurther hybridization with DE and chaotic search
62 Influence of Maximum Mutation Rate on HBBO Themaximum value of mutation rate 119898max is related to theprobability that individuals mutate by new hybrid mutationoperator so that it affects the balance degree of explorationand exploitation of HBBO In order to investigate the effect of119898max on search efficiency of HBBO119898max is set to be differentvalues including 005 01 04 08 and 1 The investigationexperiments are performed on five benchmark functions(G01 G02 G03 G07 and G10)
Mathematical Problems in Engineering 9
0 1 2 3 4 5 6 7 8NFFEs
Valu
e of o
bjec
tive f
unct
ion
G02
minus09
minus08
minus07
minus06
minus05
minus04
minus03
minus02
minus01
times10
4
(a) G02
0 2 4 6 8 10 12 14 16
0
NFFEs
Valu
e of o
bjec
tive f
unct
ion
G03
minus2
minus18
minus16
minus14
minus12
minus1
minus08
minus06
minus04
minus02
times10
4
(b) G03
2 4 6 8 10 12 1420
25
30
35
40
45
50
55
60
NFFEs
Loga
rithm
ic v
alue
of o
bjec
tive f
unct
ion
G07
HBBOSADEBBO
times10
4
(c) G07
1 2 3 4 5 6 7 8680
685
690
695
700
705
710
715
720
725
730
NFFEs
Valu
e of o
bjec
tive f
unct
ion
G09
HBBOSADEBBO
times10
4
(d) G09
Figure 1 Objective function value curves of four test functions solved by HBBO SADE and BBO
The other parameters are in accordance with descriptionin Section 4 For each value of119898max and test function we per-form 30 independent runs The statistical features of resultsobtained by HBBO with different 119898max are summarized inTable 9
From Table 9 we can see that the value of 119898max hassignificant influence on search efficiency of HBBO Theinfluence can be stated from three respects as the followingFirst HBBO with different value of 119898max has differentperformance on the five test functions Second HBBO withtoo small or too big 119898max could not solve the selected testfunctions well while HBBO with middle value of 119898max hasbetter comprehensive performance Third the fittest 119898maxfor each test function is different The influence above may
be explained as follows Too small 119898max cannot balance theexploitation of BBO well while too big 119898max will destroy theexploitation of BBO different test functions have differentcharacteristics so that they have different requirements ofexploration and exploitation of optimization algorithm
7 ConclusionsThe paper proposes a new hybrid biogeography based opti-mization (HBBO) for constrained optimization For thepresented algorithm HBBO a new mutation operator wasproposed to generate promising solutions by merging DEmutation with SBX a half of the population also evolved bytwomutation strategies ofDE Chaotic searchwas introduced
10 Mathematical Problems in Engineering
Table 9 Statistical features of the results obtained by HBBO with different119898max
Best minus15 minus15 minus15 minus15 minus15Mean minus14666665 minus14633610 minus14600000 minus14799953 minus14632939Worst minus12999949 minus12008289 minus13 minus13 minus12SD 758119864 minus 1 849119864 minus 1 814119864 minus 1 610E minus 1 850119864 minus 1
G02
Best minus08036071 minus08036171 minus08036185 minus08036179 minus08036173Mean minus07780832 minus07787019 minus07799297 minus07805965 minus07775819Worst minus071807066 minus07501355 minus07248475 minus07330360 minus07225584SD 203119864 minus 2 158E minus 2 183119864 minus 2 187119864 minus 2 219119864 minus 2
G03
Best minus10044781 minus10050100 10050100 10050100 minus10050100Mean minus07515293 minus10050100 10050100 10050100 minus10050100Worst minus02971747 minus10050100 10050100 10050100 minus10050100SD 23119864 minus 1 253119864 minus 10 410119864 minus 10 288E minus 12 539119864 minus 12
G07
Best 243062091 243062091 243062091 243062091 243062091Mean 243062100 243062091 243062091 243062091 243062091Worst 243062351 243062091 243062091 243062091 243062091SD 474119864 minus 6 700119864 minus 10 235E minus 10 649119864 minus 10 797119864 minus 10
G10
Best 7049248021 7049248021 7049248021 7049248021 7049248021Mean 7054178611 7049248022 7049248021 7049248021 7049248027Worst 7194608835 7049248076 7049248021 7049248021 7049248200SD 2652 102119864 minus 5 420E minus 8 108119864 minus 7 327119864 minus 5
for escape from stagnation and Debrsquos feasibility-based rulewas applied to handle constraints Furthermore self-adaptionmechanism for themutation scaling factor of DE was utilizedto avoid bothering of choosing an appropriate parameter
Simulation experiments were performed on twelvebenchmark test functions and four well-known engineeringoptimization problems HBBO can obtain better or compara-ble results in contrast with other state-of-the-art optimizationtechnologies At the same time the low computation cost isthe obvious advantage of our HBBO In short HBBO is aneffective and efficient method for constrained optimizationIn addition the influence of maximum mutation rate wasinvestigated and the results demonstrate HBBO with maxi-mummutation rate ofmiddle value has better comprehensiveperformance
Maximum immigration rate 119868 and emigration rate 119864affect the migration probability and the prior probability ofexistence for individuals in population How to select thefittest 119864 and 119868 for HBBO will be one possible focus of ourresearch in the future Besides HBBO will be extended tomultiobjectives optimization
Appendices
A Benchmark Test Functions
A1 G01
Minimize 119891 () = 54
sum119894=1
119909119894minus 54
sum119894=1
1199092119894minus13
sum119894=5
119909119894
subject to 1198921 () = 2119909
1+ 21199092+ 11990910
+ 11990911
minus 10 le 0
1198922 () = 2119909
1+ 21199093+ 11990910
+ 11990912
minus 10 le 0
1198923 () = 2119909
2+ 21199093+ 11990911
+ 11990912
minus 10 le 0
1198924 () = minus8119909
1+ 11990910
le 0
1198925 () = minus8119909
2+ 11990911
le 0
1198926 () = minus8119909
3+ 11990912
le 0
1198927 () = minus2119909
4minus 1199095+ 11990910
le 0
1198928 () = minus2119909
6minus 1199097+ 11990911
le 0
1198929 () = minus2119909
8minus 1199099+ 11990912
le 0
(A1)
where the bounds are 0 le 119909119894le 1 (119894 = 1 9) 0 le 119909
119894le 100
(119894 = 10 11 12) and 0 le 11990913
le 1 The global optimum is atlowast = (1 1 1 1 1 1 1 1 1 3 3 3 1) with
where 0 le 119909119894le 10 (119894 = 1 2 3) and 119901 119902 119903 = 1 2 9 A
point (1199091 1199092 1199093) is feasible if and only if there exist 119901 119902 119903
such that the above inequality holds The optimum solutionis lowast = (5 5 5) with 119891(lowast) = 1
B Engineering Design Problems
B1 Welded Beam Design Problem A welded beam isdesigned for the minimum cost subject to constraints onshear stress (120591) bending stress in the beam (120579) bucking load
Mathematical Problems in Engineering 13
on the bar (119875119888) end deflection of the beam (120575) and side
constraintsThere are four design variables ℎ(1199091) 119897(1199092) 119905(1199093)
14 in 119864 = 30 times 106 psi 119866 = 12 times 106 psi 120591max = 13 600 psi120590max = 30 000 psi 120575max = 025 in 01 le 119909
1le 2
01 le 1199092le 10 01 le 119909
3le 10 01 le 119909
4le 2
B2 TensionCompression String Design Problem In thisproblem the objective is to minimize the weight of a ten-sioncompression spring subject to constraints on minimumdeflection shear stress surge frequency and limits on outsidediameter and on design variablesThe design variables are themean coil diameter 119863(119909
2) the wire diameter 119889(119909
1) and the
number of active coils 119875(1199093)
Minimize 119891 () = (1199093+ 2) 119909
211990921
subject to 1198921 () = 1 minus
119909321199093
7178511990941
le 0
1198922 () =
411990922minus 11990911199092
12566 (119909211990931minus 11990941)+
1
510811990921
minus 1 le 0
1198923 () = 1 minus
140451199091
119909221199093
le 0
1198924 () =
1199091+ 1199092
15minus 1 le 0
(B2)
where 005 le 1199091le 2 025 le 119909
2le 13 and 2 le 119909
3le 15
B3 Speed Reducer Design Problem
Minimize 119891 () = 07854119909111990922
times (3333311990923+ 149334119909
3minus 430934)
minus 15081199091(11990926+ 11990927) + 74777 (1199093
6+ 11990937)
+ 07854 (119909411990926+ 119909511990927)
subject to 1198921 () =
27
1199091119909221199093
minus 1 le 0
1198922 () =
3975
11990911199092211990923
minus 1 le 0
1198923 () =
19311990934
1199092119909461199093
minus 1 le 0
1198924 () =
19311990935
1199092119909471199093
minus 1 le 0
1198925 () =
[(745119909411990921199093)2+ 169 times 106]
12
11011990936
minus 1 le 0
1198926 () =
[(745119909511990921199093)2+ 1575 times 106]
12
8511990937
minus 1 le 0
1198927 () =
11990921199093
40minus 1 le 0
1198928 () =
51199092
1199091
minus 1 le 0
1198929 () =
1199091
121199092
minus 1 le 0
11989210 () =
151199096+ 19
1199094
minus 1 le 0
11989211 () =
111199097+ 19
1199095
minus 1 le 0
(B3)
where 26 le 1199091le 36 07 le 119909
2le 08 17 le 119909
3le 28 73 le
1199094le 83 73 le 119909
5le 83 29 le 119909
6le 39 and 50 le 119909
7le 55
B4 Three-Bar Truss Design Problem
Minimize 119891 () = (2radic21199091+ 1199092) times 119897
subject to 1198921 () =
radic21199091+ 1199092
radic211990921+ 211990911199092
119875 minus 120590 le 0
14 Mathematical Problems in Engineering
1198922 () =
1199092
radic211990921+ 211990911199092
119875 minus 120590 le 0
1198923 () =
1
radic21199092+ 1199091
119875 minus 120590 le 0
(B4)
where 0 le 1199091le 1 and 0 le 119909
2le 1 119897 = 100 cm 119875 = 2 kNcm2
and 120590 = 2 kNcm2
Conflict of Interests
The authors declare that there is no conflict of interestsregarding the publication of this paper
Acknowledgments
This research is supported by the Specialized Research Fundfor the Doctoral Program of Higher Education of Chinaunder Grant no 20120036130001 the Fundamental ResearchFunds for the Central Universities of China under Grantno 2014MS93 and the Independent Research Funds of StateKey Laboratory of Alternate Electrical Power System withRenewable Energy Sources of China under Grant no 201414
References
[1] D E GoldbergGenetic Algorithms in Search Optimization andMachine Learning Addison-Wesley Reading Mass USA 1989
[2] J Kennedy and R Eberhart ldquoParticle swarm optimizationrdquo inProceedings of the IEEE Conference on Neural Networks vol 4pp 1942ndash1948 November-December 1995
[3] R Storn and K Price ldquoDifferential evolutionmdasha simple andefficient heuristic for global optimization over continuousspacesrdquo Journal of Global Optimization vol 11 no 4 pp 341ndash359 1997
[4] R Storn ldquoSystem design by constraint adaptation and differen-tial evolutionrdquo IEEETransactions on Evolutionary Computationvol 3 no 1 pp 22ndash34 1999
[5] C Blum ldquoAnt colony optimization Introduction and recenttrendsrdquo Physics of Life Reviews vol 2 no 4 pp 353ndash373 2005
[6] D Karaboga and B Basturk ldquoA powerful and efficient algo-rithm for numerical function optimization artificial bee colony(ABC) algorithmrdquo Journal of Global Optimization vol 39 no 3pp 459ndash471 2007
[7] B Akay and D Karaboga ldquoArtificial bee colony algorithmfor large-scale problems and engineering design optimizationrdquoJournal of IntelligentManufacturing vol 23 no 4 pp 1001ndash10142012
[8] D Simon ldquoBiogeography-based optimizationrdquo IEEE Transac-tions on Evolutionary Computation vol 12 no 6 pp 702ndash7132008
[9] D Simon R Rarick M Ergezer and D Du ldquoAnalytical andnumerical comparisons of biogeography-based optimizationand genetic algorithmsrdquo Information Sciences vol 181 no 7 pp1224ndash1248 2011
[10] M M Sayed M S Saad H M Emara and E E Abou El-Zahab ldquoA novel method for PID tuning using a modifiedbiogeography-based optimization algorithmrdquo in Proceedings of
the 24th Chinese Control and Decision Conference (CCDC rsquo12)pp 1642ndash1647 Taiyuan China May 2012
[11] L Wang and Y Xu ldquoAn effective hybrid biogeography-basedoptimization algorithm for parameter estimation of chaoticsystemsrdquo Expert Systems with Applications vol 38 no 12 pp15103ndash15109 2011
[12] D Du and D Simon ldquoComplex system optimization usingbiogeography-based optimizationrdquo Mathematical Problems inEngineering vol 2013 Article ID 456232 17 pages 2013
[13] V K Panchal P Singh N Kaur and H Kundra ldquoBiogeographybased satellite image classificationrdquo International Journal ofComputer Science and Information Security vol 6 no 2 pp269ndash274 2009
[14] H Ma ldquoAn analysis of the equilibrium of migration models forbiogeography-based optimizationrdquo Information Sciences vol180 no 18 pp 3444ndash3464 2010
[15] W Gong Z Cai and C X Ling ldquoDEBBO a hybrid differentialevolution with biogeography-based optimization for globalnumerical optimizationrdquo Soft Computing vol 15 no 4 pp 645ndash665 2010
[16] H Ma and D Simon ldquoBlended biogeography-based optimiza-tion for constrained optimizationrdquo Engineering Applications ofArtificial Intelligence vol 24 no 3 pp 517ndash525 2011
[17] X Li and M Yin ldquoMulti-operator based biogeography basedoptimization withmutation for global numerical optimizationrdquoComputers andMathematics with Applications vol 64 no 9 pp2833ndash2844 2012
[18] X Li J Wang J Zhou and M Yin ldquoA perturb biogeographybased optimization with mutation for global numerical opti-mizationrdquo Applied Mathematics and Computation vol 218 no2 pp 598ndash609 2011
[19] I Boussaıd A Chatterjee P Siarry and M Ahmed-NacerldquoBiogeography-based optimization for constrained optimiza-tion problemsrdquo Computers and Operations Research vol 39 no12 pp 3293ndash3304 2012
[20] G Xiong D Shi and X Duan ldquoEnhancing the performance ofbiogeography-based optimization using polyphyletic migrationoperator and orthogonal learningrdquo Computers and OperationsResearch vol 41 pp 125ndash139 2014
[21] K Deb ldquoAn efficient constraint handling method for geneticalgorithmsrdquo Computer Methods in Applied Mechanics and Engi-neering vol 186 no 2ndash4 pp 311ndash338 2000
[22] WGuo LWang andQWu ldquoAn analysis of themigration ratesfor biogeography-based optimizationrdquo Information Sciencesvol 254 pp 111ndash140 2014
[23] D Simon ldquoThe Matlab code of biogeography-based optimiza-tionrdquo 2008 httpacademiccsuohioedusimondbbo
[24] M M Raghuwanshi and O G Kakde ldquoSurvey on multiob-jective evolutionary and real coded genetic algorithmsrdquo inProcessings of the 8th Asia Pacific Symposium on Intelligent andEvolutionary Systems pp 150ndash161 Cairns Australia December2004
[25] J Brest S Greiner B Boskovic M Mernik and V ZumerldquoSelf-adapting control parameters in differential evolution acomparative study on numerical benchmark problemsrdquo IEEETransactions on Evolutionary Computation vol 10 no 6 pp646ndash657 2006
[26] A Amirjanov ldquoThe development of a changing range geneticalgorithmrdquo Computer Methods in Applied Mechanics and Engi-neering vol 195 no 19 pp 2495ndash2508 2006
Mathematical Problems in Engineering 15
[27] H Liu Z Cai and Y Wang ldquoHybridizing particle swarm opti-mization with differential evolution for constrained numericaland engineering optimizationrdquoApplied Soft Computing Journalvol 10 no 2 pp 629ndash640 2010
[28] F Huang L Wang and Q He ldquoAn effective co-evolutionarydifferential evolution for constrained optimizationrdquo AppliedMathematics andComputation vol 186 no 1 pp 340ndash356 2007
[29] B Tessema and G G Yen ldquoA self adaptive penalty functionbased algorithm for constrained optimizationrdquo inOroceeding ofthe IEEE Congress on Evolutionary Computation (CEC 06) pp246ndash253 Vancouver Canada July 2006
[30] E Mezura-Montes and C C Coello ldquoA simple multimemberedevolution strategy to solve constrained optimization problemsrdquoIEEE Transactions on Evolutionary Computation vol 9 no 1pp 1ndash17 2005
[31] Q He and L Wang ldquoAn effective co-evolutionary particleswarm optimization for constrained engineering design prob-lemsrdquo Engineering Applications of Artificial Intelligence vol 20no 1 pp 89ndash99 2007
[32] M E Mezura and C C Coello ldquoUseful infeasible solutions inengineering optimizationwith evolutionary algorithmsrdquo inPro-ceedings of the 4thMexican International Conference onArtificialIntelligence pp 625ndash662 Monterrey Mexico November 2005
[33] K E Parsopoulos and M N Vrahatis ldquoUnified Particle SwarmOptimization for solving constrained engineering optimiza-tion problemsrdquo in Proceedings of the International Conferenceon Natural Computation (ICNC rsquo05) pp 582ndash591 ChangshaChina August 2005
[34] T Ray andKM Liew ldquoSociety and civilization an optimizationalgorithm based on the simulation of social behaviorrdquo IEEETransactions onEvolutionaryComputation vol 7 no 4 pp 386ndash396 2003
Figure 1 Objective function value curves of four test functions solved by HBBO SADE and BBO
The other parameters are in accordance with descriptionin Section 4 For each value of119898max and test function we per-form 30 independent runs The statistical features of resultsobtained by HBBO with different 119898max are summarized inTable 9
From Table 9 we can see that the value of 119898max hassignificant influence on search efficiency of HBBO Theinfluence can be stated from three respects as the followingFirst HBBO with different value of 119898max has differentperformance on the five test functions Second HBBO withtoo small or too big 119898max could not solve the selected testfunctions well while HBBO with middle value of 119898max hasbetter comprehensive performance Third the fittest 119898maxfor each test function is different The influence above may
be explained as follows Too small 119898max cannot balance theexploitation of BBO well while too big 119898max will destroy theexploitation of BBO different test functions have differentcharacteristics so that they have different requirements ofexploration and exploitation of optimization algorithm
7 ConclusionsThe paper proposes a new hybrid biogeography based opti-mization (HBBO) for constrained optimization For thepresented algorithm HBBO a new mutation operator wasproposed to generate promising solutions by merging DEmutation with SBX a half of the population also evolved bytwomutation strategies ofDE Chaotic searchwas introduced
10 Mathematical Problems in Engineering
Table 9 Statistical features of the results obtained by HBBO with different119898max
Best minus15 minus15 minus15 minus15 minus15Mean minus14666665 minus14633610 minus14600000 minus14799953 minus14632939Worst minus12999949 minus12008289 minus13 minus13 minus12SD 758119864 minus 1 849119864 minus 1 814119864 minus 1 610E minus 1 850119864 minus 1
G02
Best minus08036071 minus08036171 minus08036185 minus08036179 minus08036173Mean minus07780832 minus07787019 minus07799297 minus07805965 minus07775819Worst minus071807066 minus07501355 minus07248475 minus07330360 minus07225584SD 203119864 minus 2 158E minus 2 183119864 minus 2 187119864 minus 2 219119864 minus 2
G03
Best minus10044781 minus10050100 10050100 10050100 minus10050100Mean minus07515293 minus10050100 10050100 10050100 minus10050100Worst minus02971747 minus10050100 10050100 10050100 minus10050100SD 23119864 minus 1 253119864 minus 10 410119864 minus 10 288E minus 12 539119864 minus 12
G07
Best 243062091 243062091 243062091 243062091 243062091Mean 243062100 243062091 243062091 243062091 243062091Worst 243062351 243062091 243062091 243062091 243062091SD 474119864 minus 6 700119864 minus 10 235E minus 10 649119864 minus 10 797119864 minus 10
G10
Best 7049248021 7049248021 7049248021 7049248021 7049248021Mean 7054178611 7049248022 7049248021 7049248021 7049248027Worst 7194608835 7049248076 7049248021 7049248021 7049248200SD 2652 102119864 minus 5 420E minus 8 108119864 minus 7 327119864 minus 5
for escape from stagnation and Debrsquos feasibility-based rulewas applied to handle constraints Furthermore self-adaptionmechanism for themutation scaling factor of DE was utilizedto avoid bothering of choosing an appropriate parameter
Simulation experiments were performed on twelvebenchmark test functions and four well-known engineeringoptimization problems HBBO can obtain better or compara-ble results in contrast with other state-of-the-art optimizationtechnologies At the same time the low computation cost isthe obvious advantage of our HBBO In short HBBO is aneffective and efficient method for constrained optimizationIn addition the influence of maximum mutation rate wasinvestigated and the results demonstrate HBBO with maxi-mummutation rate ofmiddle value has better comprehensiveperformance
Maximum immigration rate 119868 and emigration rate 119864affect the migration probability and the prior probability ofexistence for individuals in population How to select thefittest 119864 and 119868 for HBBO will be one possible focus of ourresearch in the future Besides HBBO will be extended tomultiobjectives optimization
Appendices
A Benchmark Test Functions
A1 G01
Minimize 119891 () = 54
sum119894=1
119909119894minus 54
sum119894=1
1199092119894minus13
sum119894=5
119909119894
subject to 1198921 () = 2119909
1+ 21199092+ 11990910
+ 11990911
minus 10 le 0
1198922 () = 2119909
1+ 21199093+ 11990910
+ 11990912
minus 10 le 0
1198923 () = 2119909
2+ 21199093+ 11990911
+ 11990912
minus 10 le 0
1198924 () = minus8119909
1+ 11990910
le 0
1198925 () = minus8119909
2+ 11990911
le 0
1198926 () = minus8119909
3+ 11990912
le 0
1198927 () = minus2119909
4minus 1199095+ 11990910
le 0
1198928 () = minus2119909
6minus 1199097+ 11990911
le 0
1198929 () = minus2119909
8minus 1199099+ 11990912
le 0
(A1)
where the bounds are 0 le 119909119894le 1 (119894 = 1 9) 0 le 119909
119894le 100
(119894 = 10 11 12) and 0 le 11990913
le 1 The global optimum is atlowast = (1 1 1 1 1 1 1 1 1 3 3 3 1) with
where 0 le 119909119894le 10 (119894 = 1 2 3) and 119901 119902 119903 = 1 2 9 A
point (1199091 1199092 1199093) is feasible if and only if there exist 119901 119902 119903
such that the above inequality holds The optimum solutionis lowast = (5 5 5) with 119891(lowast) = 1
B Engineering Design Problems
B1 Welded Beam Design Problem A welded beam isdesigned for the minimum cost subject to constraints onshear stress (120591) bending stress in the beam (120579) bucking load
Mathematical Problems in Engineering 13
on the bar (119875119888) end deflection of the beam (120575) and side
constraintsThere are four design variables ℎ(1199091) 119897(1199092) 119905(1199093)
14 in 119864 = 30 times 106 psi 119866 = 12 times 106 psi 120591max = 13 600 psi120590max = 30 000 psi 120575max = 025 in 01 le 119909
1le 2
01 le 1199092le 10 01 le 119909
3le 10 01 le 119909
4le 2
B2 TensionCompression String Design Problem In thisproblem the objective is to minimize the weight of a ten-sioncompression spring subject to constraints on minimumdeflection shear stress surge frequency and limits on outsidediameter and on design variablesThe design variables are themean coil diameter 119863(119909
2) the wire diameter 119889(119909
1) and the
number of active coils 119875(1199093)
Minimize 119891 () = (1199093+ 2) 119909
211990921
subject to 1198921 () = 1 minus
119909321199093
7178511990941
le 0
1198922 () =
411990922minus 11990911199092
12566 (119909211990931minus 11990941)+
1
510811990921
minus 1 le 0
1198923 () = 1 minus
140451199091
119909221199093
le 0
1198924 () =
1199091+ 1199092
15minus 1 le 0
(B2)
where 005 le 1199091le 2 025 le 119909
2le 13 and 2 le 119909
3le 15
B3 Speed Reducer Design Problem
Minimize 119891 () = 07854119909111990922
times (3333311990923+ 149334119909
3minus 430934)
minus 15081199091(11990926+ 11990927) + 74777 (1199093
6+ 11990937)
+ 07854 (119909411990926+ 119909511990927)
subject to 1198921 () =
27
1199091119909221199093
minus 1 le 0
1198922 () =
3975
11990911199092211990923
minus 1 le 0
1198923 () =
19311990934
1199092119909461199093
minus 1 le 0
1198924 () =
19311990935
1199092119909471199093
minus 1 le 0
1198925 () =
[(745119909411990921199093)2+ 169 times 106]
12
11011990936
minus 1 le 0
1198926 () =
[(745119909511990921199093)2+ 1575 times 106]
12
8511990937
minus 1 le 0
1198927 () =
11990921199093
40minus 1 le 0
1198928 () =
51199092
1199091
minus 1 le 0
1198929 () =
1199091
121199092
minus 1 le 0
11989210 () =
151199096+ 19
1199094
minus 1 le 0
11989211 () =
111199097+ 19
1199095
minus 1 le 0
(B3)
where 26 le 1199091le 36 07 le 119909
2le 08 17 le 119909
3le 28 73 le
1199094le 83 73 le 119909
5le 83 29 le 119909
6le 39 and 50 le 119909
7le 55
B4 Three-Bar Truss Design Problem
Minimize 119891 () = (2radic21199091+ 1199092) times 119897
subject to 1198921 () =
radic21199091+ 1199092
radic211990921+ 211990911199092
119875 minus 120590 le 0
14 Mathematical Problems in Engineering
1198922 () =
1199092
radic211990921+ 211990911199092
119875 minus 120590 le 0
1198923 () =
1
radic21199092+ 1199091
119875 minus 120590 le 0
(B4)
where 0 le 1199091le 1 and 0 le 119909
2le 1 119897 = 100 cm 119875 = 2 kNcm2
and 120590 = 2 kNcm2
Conflict of Interests
The authors declare that there is no conflict of interestsregarding the publication of this paper
Acknowledgments
This research is supported by the Specialized Research Fundfor the Doctoral Program of Higher Education of Chinaunder Grant no 20120036130001 the Fundamental ResearchFunds for the Central Universities of China under Grantno 2014MS93 and the Independent Research Funds of StateKey Laboratory of Alternate Electrical Power System withRenewable Energy Sources of China under Grant no 201414
References
[1] D E GoldbergGenetic Algorithms in Search Optimization andMachine Learning Addison-Wesley Reading Mass USA 1989
[2] J Kennedy and R Eberhart ldquoParticle swarm optimizationrdquo inProceedings of the IEEE Conference on Neural Networks vol 4pp 1942ndash1948 November-December 1995
[3] R Storn and K Price ldquoDifferential evolutionmdasha simple andefficient heuristic for global optimization over continuousspacesrdquo Journal of Global Optimization vol 11 no 4 pp 341ndash359 1997
[4] R Storn ldquoSystem design by constraint adaptation and differen-tial evolutionrdquo IEEETransactions on Evolutionary Computationvol 3 no 1 pp 22ndash34 1999
[5] C Blum ldquoAnt colony optimization Introduction and recenttrendsrdquo Physics of Life Reviews vol 2 no 4 pp 353ndash373 2005
[6] D Karaboga and B Basturk ldquoA powerful and efficient algo-rithm for numerical function optimization artificial bee colony(ABC) algorithmrdquo Journal of Global Optimization vol 39 no 3pp 459ndash471 2007
[7] B Akay and D Karaboga ldquoArtificial bee colony algorithmfor large-scale problems and engineering design optimizationrdquoJournal of IntelligentManufacturing vol 23 no 4 pp 1001ndash10142012
[8] D Simon ldquoBiogeography-based optimizationrdquo IEEE Transac-tions on Evolutionary Computation vol 12 no 6 pp 702ndash7132008
[9] D Simon R Rarick M Ergezer and D Du ldquoAnalytical andnumerical comparisons of biogeography-based optimizationand genetic algorithmsrdquo Information Sciences vol 181 no 7 pp1224ndash1248 2011
[10] M M Sayed M S Saad H M Emara and E E Abou El-Zahab ldquoA novel method for PID tuning using a modifiedbiogeography-based optimization algorithmrdquo in Proceedings of
the 24th Chinese Control and Decision Conference (CCDC rsquo12)pp 1642ndash1647 Taiyuan China May 2012
[11] L Wang and Y Xu ldquoAn effective hybrid biogeography-basedoptimization algorithm for parameter estimation of chaoticsystemsrdquo Expert Systems with Applications vol 38 no 12 pp15103ndash15109 2011
[12] D Du and D Simon ldquoComplex system optimization usingbiogeography-based optimizationrdquo Mathematical Problems inEngineering vol 2013 Article ID 456232 17 pages 2013
[13] V K Panchal P Singh N Kaur and H Kundra ldquoBiogeographybased satellite image classificationrdquo International Journal ofComputer Science and Information Security vol 6 no 2 pp269ndash274 2009
[14] H Ma ldquoAn analysis of the equilibrium of migration models forbiogeography-based optimizationrdquo Information Sciences vol180 no 18 pp 3444ndash3464 2010
[15] W Gong Z Cai and C X Ling ldquoDEBBO a hybrid differentialevolution with biogeography-based optimization for globalnumerical optimizationrdquo Soft Computing vol 15 no 4 pp 645ndash665 2010
[16] H Ma and D Simon ldquoBlended biogeography-based optimiza-tion for constrained optimizationrdquo Engineering Applications ofArtificial Intelligence vol 24 no 3 pp 517ndash525 2011
[17] X Li and M Yin ldquoMulti-operator based biogeography basedoptimization withmutation for global numerical optimizationrdquoComputers andMathematics with Applications vol 64 no 9 pp2833ndash2844 2012
[18] X Li J Wang J Zhou and M Yin ldquoA perturb biogeographybased optimization with mutation for global numerical opti-mizationrdquo Applied Mathematics and Computation vol 218 no2 pp 598ndash609 2011
[19] I Boussaıd A Chatterjee P Siarry and M Ahmed-NacerldquoBiogeography-based optimization for constrained optimiza-tion problemsrdquo Computers and Operations Research vol 39 no12 pp 3293ndash3304 2012
[20] G Xiong D Shi and X Duan ldquoEnhancing the performance ofbiogeography-based optimization using polyphyletic migrationoperator and orthogonal learningrdquo Computers and OperationsResearch vol 41 pp 125ndash139 2014
[21] K Deb ldquoAn efficient constraint handling method for geneticalgorithmsrdquo Computer Methods in Applied Mechanics and Engi-neering vol 186 no 2ndash4 pp 311ndash338 2000
[22] WGuo LWang andQWu ldquoAn analysis of themigration ratesfor biogeography-based optimizationrdquo Information Sciencesvol 254 pp 111ndash140 2014
[23] D Simon ldquoThe Matlab code of biogeography-based optimiza-tionrdquo 2008 httpacademiccsuohioedusimondbbo
[24] M M Raghuwanshi and O G Kakde ldquoSurvey on multiob-jective evolutionary and real coded genetic algorithmsrdquo inProcessings of the 8th Asia Pacific Symposium on Intelligent andEvolutionary Systems pp 150ndash161 Cairns Australia December2004
[25] J Brest S Greiner B Boskovic M Mernik and V ZumerldquoSelf-adapting control parameters in differential evolution acomparative study on numerical benchmark problemsrdquo IEEETransactions on Evolutionary Computation vol 10 no 6 pp646ndash657 2006
[26] A Amirjanov ldquoThe development of a changing range geneticalgorithmrdquo Computer Methods in Applied Mechanics and Engi-neering vol 195 no 19 pp 2495ndash2508 2006
Mathematical Problems in Engineering 15
[27] H Liu Z Cai and Y Wang ldquoHybridizing particle swarm opti-mization with differential evolution for constrained numericaland engineering optimizationrdquoApplied Soft Computing Journalvol 10 no 2 pp 629ndash640 2010
[28] F Huang L Wang and Q He ldquoAn effective co-evolutionarydifferential evolution for constrained optimizationrdquo AppliedMathematics andComputation vol 186 no 1 pp 340ndash356 2007
[29] B Tessema and G G Yen ldquoA self adaptive penalty functionbased algorithm for constrained optimizationrdquo inOroceeding ofthe IEEE Congress on Evolutionary Computation (CEC 06) pp246ndash253 Vancouver Canada July 2006
[30] E Mezura-Montes and C C Coello ldquoA simple multimemberedevolution strategy to solve constrained optimization problemsrdquoIEEE Transactions on Evolutionary Computation vol 9 no 1pp 1ndash17 2005
[31] Q He and L Wang ldquoAn effective co-evolutionary particleswarm optimization for constrained engineering design prob-lemsrdquo Engineering Applications of Artificial Intelligence vol 20no 1 pp 89ndash99 2007
[32] M E Mezura and C C Coello ldquoUseful infeasible solutions inengineering optimizationwith evolutionary algorithmsrdquo inPro-ceedings of the 4thMexican International Conference onArtificialIntelligence pp 625ndash662 Monterrey Mexico November 2005
[33] K E Parsopoulos and M N Vrahatis ldquoUnified Particle SwarmOptimization for solving constrained engineering optimiza-tion problemsrdquo in Proceedings of the International Conferenceon Natural Computation (ICNC rsquo05) pp 582ndash591 ChangshaChina August 2005
[34] T Ray andKM Liew ldquoSociety and civilization an optimizationalgorithm based on the simulation of social behaviorrdquo IEEETransactions onEvolutionaryComputation vol 7 no 4 pp 386ndash396 2003
Best minus15 minus15 minus15 minus15 minus15Mean minus14666665 minus14633610 minus14600000 minus14799953 minus14632939Worst minus12999949 minus12008289 minus13 minus13 minus12SD 758119864 minus 1 849119864 minus 1 814119864 minus 1 610E minus 1 850119864 minus 1
G02
Best minus08036071 minus08036171 minus08036185 minus08036179 minus08036173Mean minus07780832 minus07787019 minus07799297 minus07805965 minus07775819Worst minus071807066 minus07501355 minus07248475 minus07330360 minus07225584SD 203119864 minus 2 158E minus 2 183119864 minus 2 187119864 minus 2 219119864 minus 2
G03
Best minus10044781 minus10050100 10050100 10050100 minus10050100Mean minus07515293 minus10050100 10050100 10050100 minus10050100Worst minus02971747 minus10050100 10050100 10050100 minus10050100SD 23119864 minus 1 253119864 minus 10 410119864 minus 10 288E minus 12 539119864 minus 12
G07
Best 243062091 243062091 243062091 243062091 243062091Mean 243062100 243062091 243062091 243062091 243062091Worst 243062351 243062091 243062091 243062091 243062091SD 474119864 minus 6 700119864 minus 10 235E minus 10 649119864 minus 10 797119864 minus 10
G10
Best 7049248021 7049248021 7049248021 7049248021 7049248021Mean 7054178611 7049248022 7049248021 7049248021 7049248027Worst 7194608835 7049248076 7049248021 7049248021 7049248200SD 2652 102119864 minus 5 420E minus 8 108119864 minus 7 327119864 minus 5
for escape from stagnation and Debrsquos feasibility-based rulewas applied to handle constraints Furthermore self-adaptionmechanism for themutation scaling factor of DE was utilizedto avoid bothering of choosing an appropriate parameter
Simulation experiments were performed on twelvebenchmark test functions and four well-known engineeringoptimization problems HBBO can obtain better or compara-ble results in contrast with other state-of-the-art optimizationtechnologies At the same time the low computation cost isthe obvious advantage of our HBBO In short HBBO is aneffective and efficient method for constrained optimizationIn addition the influence of maximum mutation rate wasinvestigated and the results demonstrate HBBO with maxi-mummutation rate ofmiddle value has better comprehensiveperformance
Maximum immigration rate 119868 and emigration rate 119864affect the migration probability and the prior probability ofexistence for individuals in population How to select thefittest 119864 and 119868 for HBBO will be one possible focus of ourresearch in the future Besides HBBO will be extended tomultiobjectives optimization
Appendices
A Benchmark Test Functions
A1 G01
Minimize 119891 () = 54
sum119894=1
119909119894minus 54
sum119894=1
1199092119894minus13
sum119894=5
119909119894
subject to 1198921 () = 2119909
1+ 21199092+ 11990910
+ 11990911
minus 10 le 0
1198922 () = 2119909
1+ 21199093+ 11990910
+ 11990912
minus 10 le 0
1198923 () = 2119909
2+ 21199093+ 11990911
+ 11990912
minus 10 le 0
1198924 () = minus8119909
1+ 11990910
le 0
1198925 () = minus8119909
2+ 11990911
le 0
1198926 () = minus8119909
3+ 11990912
le 0
1198927 () = minus2119909
4minus 1199095+ 11990910
le 0
1198928 () = minus2119909
6minus 1199097+ 11990911
le 0
1198929 () = minus2119909
8minus 1199099+ 11990912
le 0
(A1)
where the bounds are 0 le 119909119894le 1 (119894 = 1 9) 0 le 119909
119894le 100
(119894 = 10 11 12) and 0 le 11990913
le 1 The global optimum is atlowast = (1 1 1 1 1 1 1 1 1 3 3 3 1) with
where 0 le 119909119894le 10 (119894 = 1 2 3) and 119901 119902 119903 = 1 2 9 A
point (1199091 1199092 1199093) is feasible if and only if there exist 119901 119902 119903
such that the above inequality holds The optimum solutionis lowast = (5 5 5) with 119891(lowast) = 1
B Engineering Design Problems
B1 Welded Beam Design Problem A welded beam isdesigned for the minimum cost subject to constraints onshear stress (120591) bending stress in the beam (120579) bucking load
Mathematical Problems in Engineering 13
on the bar (119875119888) end deflection of the beam (120575) and side
constraintsThere are four design variables ℎ(1199091) 119897(1199092) 119905(1199093)
14 in 119864 = 30 times 106 psi 119866 = 12 times 106 psi 120591max = 13 600 psi120590max = 30 000 psi 120575max = 025 in 01 le 119909
1le 2
01 le 1199092le 10 01 le 119909
3le 10 01 le 119909
4le 2
B2 TensionCompression String Design Problem In thisproblem the objective is to minimize the weight of a ten-sioncompression spring subject to constraints on minimumdeflection shear stress surge frequency and limits on outsidediameter and on design variablesThe design variables are themean coil diameter 119863(119909
2) the wire diameter 119889(119909
1) and the
number of active coils 119875(1199093)
Minimize 119891 () = (1199093+ 2) 119909
211990921
subject to 1198921 () = 1 minus
119909321199093
7178511990941
le 0
1198922 () =
411990922minus 11990911199092
12566 (119909211990931minus 11990941)+
1
510811990921
minus 1 le 0
1198923 () = 1 minus
140451199091
119909221199093
le 0
1198924 () =
1199091+ 1199092
15minus 1 le 0
(B2)
where 005 le 1199091le 2 025 le 119909
2le 13 and 2 le 119909
3le 15
B3 Speed Reducer Design Problem
Minimize 119891 () = 07854119909111990922
times (3333311990923+ 149334119909
3minus 430934)
minus 15081199091(11990926+ 11990927) + 74777 (1199093
6+ 11990937)
+ 07854 (119909411990926+ 119909511990927)
subject to 1198921 () =
27
1199091119909221199093
minus 1 le 0
1198922 () =
3975
11990911199092211990923
minus 1 le 0
1198923 () =
19311990934
1199092119909461199093
minus 1 le 0
1198924 () =
19311990935
1199092119909471199093
minus 1 le 0
1198925 () =
[(745119909411990921199093)2+ 169 times 106]
12
11011990936
minus 1 le 0
1198926 () =
[(745119909511990921199093)2+ 1575 times 106]
12
8511990937
minus 1 le 0
1198927 () =
11990921199093
40minus 1 le 0
1198928 () =
51199092
1199091
minus 1 le 0
1198929 () =
1199091
121199092
minus 1 le 0
11989210 () =
151199096+ 19
1199094
minus 1 le 0
11989211 () =
111199097+ 19
1199095
minus 1 le 0
(B3)
where 26 le 1199091le 36 07 le 119909
2le 08 17 le 119909
3le 28 73 le
1199094le 83 73 le 119909
5le 83 29 le 119909
6le 39 and 50 le 119909
7le 55
B4 Three-Bar Truss Design Problem
Minimize 119891 () = (2radic21199091+ 1199092) times 119897
subject to 1198921 () =
radic21199091+ 1199092
radic211990921+ 211990911199092
119875 minus 120590 le 0
14 Mathematical Problems in Engineering
1198922 () =
1199092
radic211990921+ 211990911199092
119875 minus 120590 le 0
1198923 () =
1
radic21199092+ 1199091
119875 minus 120590 le 0
(B4)
where 0 le 1199091le 1 and 0 le 119909
2le 1 119897 = 100 cm 119875 = 2 kNcm2
and 120590 = 2 kNcm2
Conflict of Interests
The authors declare that there is no conflict of interestsregarding the publication of this paper
Acknowledgments
This research is supported by the Specialized Research Fundfor the Doctoral Program of Higher Education of Chinaunder Grant no 20120036130001 the Fundamental ResearchFunds for the Central Universities of China under Grantno 2014MS93 and the Independent Research Funds of StateKey Laboratory of Alternate Electrical Power System withRenewable Energy Sources of China under Grant no 201414
References
[1] D E GoldbergGenetic Algorithms in Search Optimization andMachine Learning Addison-Wesley Reading Mass USA 1989
[2] J Kennedy and R Eberhart ldquoParticle swarm optimizationrdquo inProceedings of the IEEE Conference on Neural Networks vol 4pp 1942ndash1948 November-December 1995
[3] R Storn and K Price ldquoDifferential evolutionmdasha simple andefficient heuristic for global optimization over continuousspacesrdquo Journal of Global Optimization vol 11 no 4 pp 341ndash359 1997
[4] R Storn ldquoSystem design by constraint adaptation and differen-tial evolutionrdquo IEEETransactions on Evolutionary Computationvol 3 no 1 pp 22ndash34 1999
[5] C Blum ldquoAnt colony optimization Introduction and recenttrendsrdquo Physics of Life Reviews vol 2 no 4 pp 353ndash373 2005
[6] D Karaboga and B Basturk ldquoA powerful and efficient algo-rithm for numerical function optimization artificial bee colony(ABC) algorithmrdquo Journal of Global Optimization vol 39 no 3pp 459ndash471 2007
[7] B Akay and D Karaboga ldquoArtificial bee colony algorithmfor large-scale problems and engineering design optimizationrdquoJournal of IntelligentManufacturing vol 23 no 4 pp 1001ndash10142012
[8] D Simon ldquoBiogeography-based optimizationrdquo IEEE Transac-tions on Evolutionary Computation vol 12 no 6 pp 702ndash7132008
[9] D Simon R Rarick M Ergezer and D Du ldquoAnalytical andnumerical comparisons of biogeography-based optimizationand genetic algorithmsrdquo Information Sciences vol 181 no 7 pp1224ndash1248 2011
[10] M M Sayed M S Saad H M Emara and E E Abou El-Zahab ldquoA novel method for PID tuning using a modifiedbiogeography-based optimization algorithmrdquo in Proceedings of
the 24th Chinese Control and Decision Conference (CCDC rsquo12)pp 1642ndash1647 Taiyuan China May 2012
[11] L Wang and Y Xu ldquoAn effective hybrid biogeography-basedoptimization algorithm for parameter estimation of chaoticsystemsrdquo Expert Systems with Applications vol 38 no 12 pp15103ndash15109 2011
[12] D Du and D Simon ldquoComplex system optimization usingbiogeography-based optimizationrdquo Mathematical Problems inEngineering vol 2013 Article ID 456232 17 pages 2013
[13] V K Panchal P Singh N Kaur and H Kundra ldquoBiogeographybased satellite image classificationrdquo International Journal ofComputer Science and Information Security vol 6 no 2 pp269ndash274 2009
[14] H Ma ldquoAn analysis of the equilibrium of migration models forbiogeography-based optimizationrdquo Information Sciences vol180 no 18 pp 3444ndash3464 2010
[15] W Gong Z Cai and C X Ling ldquoDEBBO a hybrid differentialevolution with biogeography-based optimization for globalnumerical optimizationrdquo Soft Computing vol 15 no 4 pp 645ndash665 2010
[16] H Ma and D Simon ldquoBlended biogeography-based optimiza-tion for constrained optimizationrdquo Engineering Applications ofArtificial Intelligence vol 24 no 3 pp 517ndash525 2011
[17] X Li and M Yin ldquoMulti-operator based biogeography basedoptimization withmutation for global numerical optimizationrdquoComputers andMathematics with Applications vol 64 no 9 pp2833ndash2844 2012
[18] X Li J Wang J Zhou and M Yin ldquoA perturb biogeographybased optimization with mutation for global numerical opti-mizationrdquo Applied Mathematics and Computation vol 218 no2 pp 598ndash609 2011
[19] I Boussaıd A Chatterjee P Siarry and M Ahmed-NacerldquoBiogeography-based optimization for constrained optimiza-tion problemsrdquo Computers and Operations Research vol 39 no12 pp 3293ndash3304 2012
[20] G Xiong D Shi and X Duan ldquoEnhancing the performance ofbiogeography-based optimization using polyphyletic migrationoperator and orthogonal learningrdquo Computers and OperationsResearch vol 41 pp 125ndash139 2014
[21] K Deb ldquoAn efficient constraint handling method for geneticalgorithmsrdquo Computer Methods in Applied Mechanics and Engi-neering vol 186 no 2ndash4 pp 311ndash338 2000
[22] WGuo LWang andQWu ldquoAn analysis of themigration ratesfor biogeography-based optimizationrdquo Information Sciencesvol 254 pp 111ndash140 2014
[23] D Simon ldquoThe Matlab code of biogeography-based optimiza-tionrdquo 2008 httpacademiccsuohioedusimondbbo
[24] M M Raghuwanshi and O G Kakde ldquoSurvey on multiob-jective evolutionary and real coded genetic algorithmsrdquo inProcessings of the 8th Asia Pacific Symposium on Intelligent andEvolutionary Systems pp 150ndash161 Cairns Australia December2004
[25] J Brest S Greiner B Boskovic M Mernik and V ZumerldquoSelf-adapting control parameters in differential evolution acomparative study on numerical benchmark problemsrdquo IEEETransactions on Evolutionary Computation vol 10 no 6 pp646ndash657 2006
[26] A Amirjanov ldquoThe development of a changing range geneticalgorithmrdquo Computer Methods in Applied Mechanics and Engi-neering vol 195 no 19 pp 2495ndash2508 2006
Mathematical Problems in Engineering 15
[27] H Liu Z Cai and Y Wang ldquoHybridizing particle swarm opti-mization with differential evolution for constrained numericaland engineering optimizationrdquoApplied Soft Computing Journalvol 10 no 2 pp 629ndash640 2010
[28] F Huang L Wang and Q He ldquoAn effective co-evolutionarydifferential evolution for constrained optimizationrdquo AppliedMathematics andComputation vol 186 no 1 pp 340ndash356 2007
[29] B Tessema and G G Yen ldquoA self adaptive penalty functionbased algorithm for constrained optimizationrdquo inOroceeding ofthe IEEE Congress on Evolutionary Computation (CEC 06) pp246ndash253 Vancouver Canada July 2006
[30] E Mezura-Montes and C C Coello ldquoA simple multimemberedevolution strategy to solve constrained optimization problemsrdquoIEEE Transactions on Evolutionary Computation vol 9 no 1pp 1ndash17 2005
[31] Q He and L Wang ldquoAn effective co-evolutionary particleswarm optimization for constrained engineering design prob-lemsrdquo Engineering Applications of Artificial Intelligence vol 20no 1 pp 89ndash99 2007
[32] M E Mezura and C C Coello ldquoUseful infeasible solutions inengineering optimizationwith evolutionary algorithmsrdquo inPro-ceedings of the 4thMexican International Conference onArtificialIntelligence pp 625ndash662 Monterrey Mexico November 2005
[33] K E Parsopoulos and M N Vrahatis ldquoUnified Particle SwarmOptimization for solving constrained engineering optimiza-tion problemsrdquo in Proceedings of the International Conferenceon Natural Computation (ICNC rsquo05) pp 582ndash591 ChangshaChina August 2005
[34] T Ray andKM Liew ldquoSociety and civilization an optimizationalgorithm based on the simulation of social behaviorrdquo IEEETransactions onEvolutionaryComputation vol 7 no 4 pp 386ndash396 2003
where 0 le 119909119894le 10 (119894 = 1 2 3) and 119901 119902 119903 = 1 2 9 A
point (1199091 1199092 1199093) is feasible if and only if there exist 119901 119902 119903
such that the above inequality holds The optimum solutionis lowast = (5 5 5) with 119891(lowast) = 1
B Engineering Design Problems
B1 Welded Beam Design Problem A welded beam isdesigned for the minimum cost subject to constraints onshear stress (120591) bending stress in the beam (120579) bucking load
Mathematical Problems in Engineering 13
on the bar (119875119888) end deflection of the beam (120575) and side
constraintsThere are four design variables ℎ(1199091) 119897(1199092) 119905(1199093)
14 in 119864 = 30 times 106 psi 119866 = 12 times 106 psi 120591max = 13 600 psi120590max = 30 000 psi 120575max = 025 in 01 le 119909
1le 2
01 le 1199092le 10 01 le 119909
3le 10 01 le 119909
4le 2
B2 TensionCompression String Design Problem In thisproblem the objective is to minimize the weight of a ten-sioncompression spring subject to constraints on minimumdeflection shear stress surge frequency and limits on outsidediameter and on design variablesThe design variables are themean coil diameter 119863(119909
2) the wire diameter 119889(119909
1) and the
number of active coils 119875(1199093)
Minimize 119891 () = (1199093+ 2) 119909
211990921
subject to 1198921 () = 1 minus
119909321199093
7178511990941
le 0
1198922 () =
411990922minus 11990911199092
12566 (119909211990931minus 11990941)+
1
510811990921
minus 1 le 0
1198923 () = 1 minus
140451199091
119909221199093
le 0
1198924 () =
1199091+ 1199092
15minus 1 le 0
(B2)
where 005 le 1199091le 2 025 le 119909
2le 13 and 2 le 119909
3le 15
B3 Speed Reducer Design Problem
Minimize 119891 () = 07854119909111990922
times (3333311990923+ 149334119909
3minus 430934)
minus 15081199091(11990926+ 11990927) + 74777 (1199093
6+ 11990937)
+ 07854 (119909411990926+ 119909511990927)
subject to 1198921 () =
27
1199091119909221199093
minus 1 le 0
1198922 () =
3975
11990911199092211990923
minus 1 le 0
1198923 () =
19311990934
1199092119909461199093
minus 1 le 0
1198924 () =
19311990935
1199092119909471199093
minus 1 le 0
1198925 () =
[(745119909411990921199093)2+ 169 times 106]
12
11011990936
minus 1 le 0
1198926 () =
[(745119909511990921199093)2+ 1575 times 106]
12
8511990937
minus 1 le 0
1198927 () =
11990921199093
40minus 1 le 0
1198928 () =
51199092
1199091
minus 1 le 0
1198929 () =
1199091
121199092
minus 1 le 0
11989210 () =
151199096+ 19
1199094
minus 1 le 0
11989211 () =
111199097+ 19
1199095
minus 1 le 0
(B3)
where 26 le 1199091le 36 07 le 119909
2le 08 17 le 119909
3le 28 73 le
1199094le 83 73 le 119909
5le 83 29 le 119909
6le 39 and 50 le 119909
7le 55
B4 Three-Bar Truss Design Problem
Minimize 119891 () = (2radic21199091+ 1199092) times 119897
subject to 1198921 () =
radic21199091+ 1199092
radic211990921+ 211990911199092
119875 minus 120590 le 0
14 Mathematical Problems in Engineering
1198922 () =
1199092
radic211990921+ 211990911199092
119875 minus 120590 le 0
1198923 () =
1
radic21199092+ 1199091
119875 minus 120590 le 0
(B4)
where 0 le 1199091le 1 and 0 le 119909
2le 1 119897 = 100 cm 119875 = 2 kNcm2
and 120590 = 2 kNcm2
Conflict of Interests
The authors declare that there is no conflict of interestsregarding the publication of this paper
Acknowledgments
This research is supported by the Specialized Research Fundfor the Doctoral Program of Higher Education of Chinaunder Grant no 20120036130001 the Fundamental ResearchFunds for the Central Universities of China under Grantno 2014MS93 and the Independent Research Funds of StateKey Laboratory of Alternate Electrical Power System withRenewable Energy Sources of China under Grant no 201414
References
[1] D E GoldbergGenetic Algorithms in Search Optimization andMachine Learning Addison-Wesley Reading Mass USA 1989
[2] J Kennedy and R Eberhart ldquoParticle swarm optimizationrdquo inProceedings of the IEEE Conference on Neural Networks vol 4pp 1942ndash1948 November-December 1995
[3] R Storn and K Price ldquoDifferential evolutionmdasha simple andefficient heuristic for global optimization over continuousspacesrdquo Journal of Global Optimization vol 11 no 4 pp 341ndash359 1997
[4] R Storn ldquoSystem design by constraint adaptation and differen-tial evolutionrdquo IEEETransactions on Evolutionary Computationvol 3 no 1 pp 22ndash34 1999
[5] C Blum ldquoAnt colony optimization Introduction and recenttrendsrdquo Physics of Life Reviews vol 2 no 4 pp 353ndash373 2005
[6] D Karaboga and B Basturk ldquoA powerful and efficient algo-rithm for numerical function optimization artificial bee colony(ABC) algorithmrdquo Journal of Global Optimization vol 39 no 3pp 459ndash471 2007
[7] B Akay and D Karaboga ldquoArtificial bee colony algorithmfor large-scale problems and engineering design optimizationrdquoJournal of IntelligentManufacturing vol 23 no 4 pp 1001ndash10142012
[8] D Simon ldquoBiogeography-based optimizationrdquo IEEE Transac-tions on Evolutionary Computation vol 12 no 6 pp 702ndash7132008
[9] D Simon R Rarick M Ergezer and D Du ldquoAnalytical andnumerical comparisons of biogeography-based optimizationand genetic algorithmsrdquo Information Sciences vol 181 no 7 pp1224ndash1248 2011
[10] M M Sayed M S Saad H M Emara and E E Abou El-Zahab ldquoA novel method for PID tuning using a modifiedbiogeography-based optimization algorithmrdquo in Proceedings of
the 24th Chinese Control and Decision Conference (CCDC rsquo12)pp 1642ndash1647 Taiyuan China May 2012
[11] L Wang and Y Xu ldquoAn effective hybrid biogeography-basedoptimization algorithm for parameter estimation of chaoticsystemsrdquo Expert Systems with Applications vol 38 no 12 pp15103ndash15109 2011
[12] D Du and D Simon ldquoComplex system optimization usingbiogeography-based optimizationrdquo Mathematical Problems inEngineering vol 2013 Article ID 456232 17 pages 2013
[13] V K Panchal P Singh N Kaur and H Kundra ldquoBiogeographybased satellite image classificationrdquo International Journal ofComputer Science and Information Security vol 6 no 2 pp269ndash274 2009
[14] H Ma ldquoAn analysis of the equilibrium of migration models forbiogeography-based optimizationrdquo Information Sciences vol180 no 18 pp 3444ndash3464 2010
[15] W Gong Z Cai and C X Ling ldquoDEBBO a hybrid differentialevolution with biogeography-based optimization for globalnumerical optimizationrdquo Soft Computing vol 15 no 4 pp 645ndash665 2010
[16] H Ma and D Simon ldquoBlended biogeography-based optimiza-tion for constrained optimizationrdquo Engineering Applications ofArtificial Intelligence vol 24 no 3 pp 517ndash525 2011
[17] X Li and M Yin ldquoMulti-operator based biogeography basedoptimization withmutation for global numerical optimizationrdquoComputers andMathematics with Applications vol 64 no 9 pp2833ndash2844 2012
[18] X Li J Wang J Zhou and M Yin ldquoA perturb biogeographybased optimization with mutation for global numerical opti-mizationrdquo Applied Mathematics and Computation vol 218 no2 pp 598ndash609 2011
[19] I Boussaıd A Chatterjee P Siarry and M Ahmed-NacerldquoBiogeography-based optimization for constrained optimiza-tion problemsrdquo Computers and Operations Research vol 39 no12 pp 3293ndash3304 2012
[20] G Xiong D Shi and X Duan ldquoEnhancing the performance ofbiogeography-based optimization using polyphyletic migrationoperator and orthogonal learningrdquo Computers and OperationsResearch vol 41 pp 125ndash139 2014
[21] K Deb ldquoAn efficient constraint handling method for geneticalgorithmsrdquo Computer Methods in Applied Mechanics and Engi-neering vol 186 no 2ndash4 pp 311ndash338 2000
[22] WGuo LWang andQWu ldquoAn analysis of themigration ratesfor biogeography-based optimizationrdquo Information Sciencesvol 254 pp 111ndash140 2014
[23] D Simon ldquoThe Matlab code of biogeography-based optimiza-tionrdquo 2008 httpacademiccsuohioedusimondbbo
[24] M M Raghuwanshi and O G Kakde ldquoSurvey on multiob-jective evolutionary and real coded genetic algorithmsrdquo inProcessings of the 8th Asia Pacific Symposium on Intelligent andEvolutionary Systems pp 150ndash161 Cairns Australia December2004
[25] J Brest S Greiner B Boskovic M Mernik and V ZumerldquoSelf-adapting control parameters in differential evolution acomparative study on numerical benchmark problemsrdquo IEEETransactions on Evolutionary Computation vol 10 no 6 pp646ndash657 2006
[26] A Amirjanov ldquoThe development of a changing range geneticalgorithmrdquo Computer Methods in Applied Mechanics and Engi-neering vol 195 no 19 pp 2495ndash2508 2006
Mathematical Problems in Engineering 15
[27] H Liu Z Cai and Y Wang ldquoHybridizing particle swarm opti-mization with differential evolution for constrained numericaland engineering optimizationrdquoApplied Soft Computing Journalvol 10 no 2 pp 629ndash640 2010
[28] F Huang L Wang and Q He ldquoAn effective co-evolutionarydifferential evolution for constrained optimizationrdquo AppliedMathematics andComputation vol 186 no 1 pp 340ndash356 2007
[29] B Tessema and G G Yen ldquoA self adaptive penalty functionbased algorithm for constrained optimizationrdquo inOroceeding ofthe IEEE Congress on Evolutionary Computation (CEC 06) pp246ndash253 Vancouver Canada July 2006
[30] E Mezura-Montes and C C Coello ldquoA simple multimemberedevolution strategy to solve constrained optimization problemsrdquoIEEE Transactions on Evolutionary Computation vol 9 no 1pp 1ndash17 2005
[31] Q He and L Wang ldquoAn effective co-evolutionary particleswarm optimization for constrained engineering design prob-lemsrdquo Engineering Applications of Artificial Intelligence vol 20no 1 pp 89ndash99 2007
[32] M E Mezura and C C Coello ldquoUseful infeasible solutions inengineering optimizationwith evolutionary algorithmsrdquo inPro-ceedings of the 4thMexican International Conference onArtificialIntelligence pp 625ndash662 Monterrey Mexico November 2005
[33] K E Parsopoulos and M N Vrahatis ldquoUnified Particle SwarmOptimization for solving constrained engineering optimiza-tion problemsrdquo in Proceedings of the International Conferenceon Natural Computation (ICNC rsquo05) pp 582ndash591 ChangshaChina August 2005
[34] T Ray andKM Liew ldquoSociety and civilization an optimizationalgorithm based on the simulation of social behaviorrdquo IEEETransactions onEvolutionaryComputation vol 7 no 4 pp 386ndash396 2003
where 0 le 119909119894le 10 (119894 = 1 2 3) and 119901 119902 119903 = 1 2 9 A
point (1199091 1199092 1199093) is feasible if and only if there exist 119901 119902 119903
such that the above inequality holds The optimum solutionis lowast = (5 5 5) with 119891(lowast) = 1
B Engineering Design Problems
B1 Welded Beam Design Problem A welded beam isdesigned for the minimum cost subject to constraints onshear stress (120591) bending stress in the beam (120579) bucking load
Mathematical Problems in Engineering 13
on the bar (119875119888) end deflection of the beam (120575) and side
constraintsThere are four design variables ℎ(1199091) 119897(1199092) 119905(1199093)
14 in 119864 = 30 times 106 psi 119866 = 12 times 106 psi 120591max = 13 600 psi120590max = 30 000 psi 120575max = 025 in 01 le 119909
1le 2
01 le 1199092le 10 01 le 119909
3le 10 01 le 119909
4le 2
B2 TensionCompression String Design Problem In thisproblem the objective is to minimize the weight of a ten-sioncompression spring subject to constraints on minimumdeflection shear stress surge frequency and limits on outsidediameter and on design variablesThe design variables are themean coil diameter 119863(119909
2) the wire diameter 119889(119909
1) and the
number of active coils 119875(1199093)
Minimize 119891 () = (1199093+ 2) 119909
211990921
subject to 1198921 () = 1 minus
119909321199093
7178511990941
le 0
1198922 () =
411990922minus 11990911199092
12566 (119909211990931minus 11990941)+
1
510811990921
minus 1 le 0
1198923 () = 1 minus
140451199091
119909221199093
le 0
1198924 () =
1199091+ 1199092
15minus 1 le 0
(B2)
where 005 le 1199091le 2 025 le 119909
2le 13 and 2 le 119909
3le 15
B3 Speed Reducer Design Problem
Minimize 119891 () = 07854119909111990922
times (3333311990923+ 149334119909
3minus 430934)
minus 15081199091(11990926+ 11990927) + 74777 (1199093
6+ 11990937)
+ 07854 (119909411990926+ 119909511990927)
subject to 1198921 () =
27
1199091119909221199093
minus 1 le 0
1198922 () =
3975
11990911199092211990923
minus 1 le 0
1198923 () =
19311990934
1199092119909461199093
minus 1 le 0
1198924 () =
19311990935
1199092119909471199093
minus 1 le 0
1198925 () =
[(745119909411990921199093)2+ 169 times 106]
12
11011990936
minus 1 le 0
1198926 () =
[(745119909511990921199093)2+ 1575 times 106]
12
8511990937
minus 1 le 0
1198927 () =
11990921199093
40minus 1 le 0
1198928 () =
51199092
1199091
minus 1 le 0
1198929 () =
1199091
121199092
minus 1 le 0
11989210 () =
151199096+ 19
1199094
minus 1 le 0
11989211 () =
111199097+ 19
1199095
minus 1 le 0
(B3)
where 26 le 1199091le 36 07 le 119909
2le 08 17 le 119909
3le 28 73 le
1199094le 83 73 le 119909
5le 83 29 le 119909
6le 39 and 50 le 119909
7le 55
B4 Three-Bar Truss Design Problem
Minimize 119891 () = (2radic21199091+ 1199092) times 119897
subject to 1198921 () =
radic21199091+ 1199092
radic211990921+ 211990911199092
119875 minus 120590 le 0
14 Mathematical Problems in Engineering
1198922 () =
1199092
radic211990921+ 211990911199092
119875 minus 120590 le 0
1198923 () =
1
radic21199092+ 1199091
119875 minus 120590 le 0
(B4)
where 0 le 1199091le 1 and 0 le 119909
2le 1 119897 = 100 cm 119875 = 2 kNcm2
and 120590 = 2 kNcm2
Conflict of Interests
The authors declare that there is no conflict of interestsregarding the publication of this paper
Acknowledgments
This research is supported by the Specialized Research Fundfor the Doctoral Program of Higher Education of Chinaunder Grant no 20120036130001 the Fundamental ResearchFunds for the Central Universities of China under Grantno 2014MS93 and the Independent Research Funds of StateKey Laboratory of Alternate Electrical Power System withRenewable Energy Sources of China under Grant no 201414
References
[1] D E GoldbergGenetic Algorithms in Search Optimization andMachine Learning Addison-Wesley Reading Mass USA 1989
[2] J Kennedy and R Eberhart ldquoParticle swarm optimizationrdquo inProceedings of the IEEE Conference on Neural Networks vol 4pp 1942ndash1948 November-December 1995
[3] R Storn and K Price ldquoDifferential evolutionmdasha simple andefficient heuristic for global optimization over continuousspacesrdquo Journal of Global Optimization vol 11 no 4 pp 341ndash359 1997
[4] R Storn ldquoSystem design by constraint adaptation and differen-tial evolutionrdquo IEEETransactions on Evolutionary Computationvol 3 no 1 pp 22ndash34 1999
[5] C Blum ldquoAnt colony optimization Introduction and recenttrendsrdquo Physics of Life Reviews vol 2 no 4 pp 353ndash373 2005
[6] D Karaboga and B Basturk ldquoA powerful and efficient algo-rithm for numerical function optimization artificial bee colony(ABC) algorithmrdquo Journal of Global Optimization vol 39 no 3pp 459ndash471 2007
[7] B Akay and D Karaboga ldquoArtificial bee colony algorithmfor large-scale problems and engineering design optimizationrdquoJournal of IntelligentManufacturing vol 23 no 4 pp 1001ndash10142012
[8] D Simon ldquoBiogeography-based optimizationrdquo IEEE Transac-tions on Evolutionary Computation vol 12 no 6 pp 702ndash7132008
[9] D Simon R Rarick M Ergezer and D Du ldquoAnalytical andnumerical comparisons of biogeography-based optimizationand genetic algorithmsrdquo Information Sciences vol 181 no 7 pp1224ndash1248 2011
[10] M M Sayed M S Saad H M Emara and E E Abou El-Zahab ldquoA novel method for PID tuning using a modifiedbiogeography-based optimization algorithmrdquo in Proceedings of
the 24th Chinese Control and Decision Conference (CCDC rsquo12)pp 1642ndash1647 Taiyuan China May 2012
[11] L Wang and Y Xu ldquoAn effective hybrid biogeography-basedoptimization algorithm for parameter estimation of chaoticsystemsrdquo Expert Systems with Applications vol 38 no 12 pp15103ndash15109 2011
[12] D Du and D Simon ldquoComplex system optimization usingbiogeography-based optimizationrdquo Mathematical Problems inEngineering vol 2013 Article ID 456232 17 pages 2013
[13] V K Panchal P Singh N Kaur and H Kundra ldquoBiogeographybased satellite image classificationrdquo International Journal ofComputer Science and Information Security vol 6 no 2 pp269ndash274 2009
[14] H Ma ldquoAn analysis of the equilibrium of migration models forbiogeography-based optimizationrdquo Information Sciences vol180 no 18 pp 3444ndash3464 2010
[15] W Gong Z Cai and C X Ling ldquoDEBBO a hybrid differentialevolution with biogeography-based optimization for globalnumerical optimizationrdquo Soft Computing vol 15 no 4 pp 645ndash665 2010
[16] H Ma and D Simon ldquoBlended biogeography-based optimiza-tion for constrained optimizationrdquo Engineering Applications ofArtificial Intelligence vol 24 no 3 pp 517ndash525 2011
[17] X Li and M Yin ldquoMulti-operator based biogeography basedoptimization withmutation for global numerical optimizationrdquoComputers andMathematics with Applications vol 64 no 9 pp2833ndash2844 2012
[18] X Li J Wang J Zhou and M Yin ldquoA perturb biogeographybased optimization with mutation for global numerical opti-mizationrdquo Applied Mathematics and Computation vol 218 no2 pp 598ndash609 2011
[19] I Boussaıd A Chatterjee P Siarry and M Ahmed-NacerldquoBiogeography-based optimization for constrained optimiza-tion problemsrdquo Computers and Operations Research vol 39 no12 pp 3293ndash3304 2012
[20] G Xiong D Shi and X Duan ldquoEnhancing the performance ofbiogeography-based optimization using polyphyletic migrationoperator and orthogonal learningrdquo Computers and OperationsResearch vol 41 pp 125ndash139 2014
[21] K Deb ldquoAn efficient constraint handling method for geneticalgorithmsrdquo Computer Methods in Applied Mechanics and Engi-neering vol 186 no 2ndash4 pp 311ndash338 2000
[22] WGuo LWang andQWu ldquoAn analysis of themigration ratesfor biogeography-based optimizationrdquo Information Sciencesvol 254 pp 111ndash140 2014
[23] D Simon ldquoThe Matlab code of biogeography-based optimiza-tionrdquo 2008 httpacademiccsuohioedusimondbbo
[24] M M Raghuwanshi and O G Kakde ldquoSurvey on multiob-jective evolutionary and real coded genetic algorithmsrdquo inProcessings of the 8th Asia Pacific Symposium on Intelligent andEvolutionary Systems pp 150ndash161 Cairns Australia December2004
[25] J Brest S Greiner B Boskovic M Mernik and V ZumerldquoSelf-adapting control parameters in differential evolution acomparative study on numerical benchmark problemsrdquo IEEETransactions on Evolutionary Computation vol 10 no 6 pp646ndash657 2006
[26] A Amirjanov ldquoThe development of a changing range geneticalgorithmrdquo Computer Methods in Applied Mechanics and Engi-neering vol 195 no 19 pp 2495ndash2508 2006
Mathematical Problems in Engineering 15
[27] H Liu Z Cai and Y Wang ldquoHybridizing particle swarm opti-mization with differential evolution for constrained numericaland engineering optimizationrdquoApplied Soft Computing Journalvol 10 no 2 pp 629ndash640 2010
[28] F Huang L Wang and Q He ldquoAn effective co-evolutionarydifferential evolution for constrained optimizationrdquo AppliedMathematics andComputation vol 186 no 1 pp 340ndash356 2007
[29] B Tessema and G G Yen ldquoA self adaptive penalty functionbased algorithm for constrained optimizationrdquo inOroceeding ofthe IEEE Congress on Evolutionary Computation (CEC 06) pp246ndash253 Vancouver Canada July 2006
[30] E Mezura-Montes and C C Coello ldquoA simple multimemberedevolution strategy to solve constrained optimization problemsrdquoIEEE Transactions on Evolutionary Computation vol 9 no 1pp 1ndash17 2005
[31] Q He and L Wang ldquoAn effective co-evolutionary particleswarm optimization for constrained engineering design prob-lemsrdquo Engineering Applications of Artificial Intelligence vol 20no 1 pp 89ndash99 2007
[32] M E Mezura and C C Coello ldquoUseful infeasible solutions inengineering optimizationwith evolutionary algorithmsrdquo inPro-ceedings of the 4thMexican International Conference onArtificialIntelligence pp 625ndash662 Monterrey Mexico November 2005
[33] K E Parsopoulos and M N Vrahatis ldquoUnified Particle SwarmOptimization for solving constrained engineering optimiza-tion problemsrdquo in Proceedings of the International Conferenceon Natural Computation (ICNC rsquo05) pp 582ndash591 ChangshaChina August 2005
[34] T Ray andKM Liew ldquoSociety and civilization an optimizationalgorithm based on the simulation of social behaviorrdquo IEEETransactions onEvolutionaryComputation vol 7 no 4 pp 386ndash396 2003
14 in 119864 = 30 times 106 psi 119866 = 12 times 106 psi 120591max = 13 600 psi120590max = 30 000 psi 120575max = 025 in 01 le 119909
1le 2
01 le 1199092le 10 01 le 119909
3le 10 01 le 119909
4le 2
B2 TensionCompression String Design Problem In thisproblem the objective is to minimize the weight of a ten-sioncompression spring subject to constraints on minimumdeflection shear stress surge frequency and limits on outsidediameter and on design variablesThe design variables are themean coil diameter 119863(119909
2) the wire diameter 119889(119909
1) and the
number of active coils 119875(1199093)
Minimize 119891 () = (1199093+ 2) 119909
211990921
subject to 1198921 () = 1 minus
119909321199093
7178511990941
le 0
1198922 () =
411990922minus 11990911199092
12566 (119909211990931minus 11990941)+
1
510811990921
minus 1 le 0
1198923 () = 1 minus
140451199091
119909221199093
le 0
1198924 () =
1199091+ 1199092
15minus 1 le 0
(B2)
where 005 le 1199091le 2 025 le 119909
2le 13 and 2 le 119909
3le 15
B3 Speed Reducer Design Problem
Minimize 119891 () = 07854119909111990922
times (3333311990923+ 149334119909
3minus 430934)
minus 15081199091(11990926+ 11990927) + 74777 (1199093
6+ 11990937)
+ 07854 (119909411990926+ 119909511990927)
subject to 1198921 () =
27
1199091119909221199093
minus 1 le 0
1198922 () =
3975
11990911199092211990923
minus 1 le 0
1198923 () =
19311990934
1199092119909461199093
minus 1 le 0
1198924 () =
19311990935
1199092119909471199093
minus 1 le 0
1198925 () =
[(745119909411990921199093)2+ 169 times 106]
12
11011990936
minus 1 le 0
1198926 () =
[(745119909511990921199093)2+ 1575 times 106]
12
8511990937
minus 1 le 0
1198927 () =
11990921199093
40minus 1 le 0
1198928 () =
51199092
1199091
minus 1 le 0
1198929 () =
1199091
121199092
minus 1 le 0
11989210 () =
151199096+ 19
1199094
minus 1 le 0
11989211 () =
111199097+ 19
1199095
minus 1 le 0
(B3)
where 26 le 1199091le 36 07 le 119909
2le 08 17 le 119909
3le 28 73 le
1199094le 83 73 le 119909
5le 83 29 le 119909
6le 39 and 50 le 119909
7le 55
B4 Three-Bar Truss Design Problem
Minimize 119891 () = (2radic21199091+ 1199092) times 119897
subject to 1198921 () =
radic21199091+ 1199092
radic211990921+ 211990911199092
119875 minus 120590 le 0
14 Mathematical Problems in Engineering
1198922 () =
1199092
radic211990921+ 211990911199092
119875 minus 120590 le 0
1198923 () =
1
radic21199092+ 1199091
119875 minus 120590 le 0
(B4)
where 0 le 1199091le 1 and 0 le 119909
2le 1 119897 = 100 cm 119875 = 2 kNcm2
and 120590 = 2 kNcm2
Conflict of Interests
The authors declare that there is no conflict of interestsregarding the publication of this paper
Acknowledgments
This research is supported by the Specialized Research Fundfor the Doctoral Program of Higher Education of Chinaunder Grant no 20120036130001 the Fundamental ResearchFunds for the Central Universities of China under Grantno 2014MS93 and the Independent Research Funds of StateKey Laboratory of Alternate Electrical Power System withRenewable Energy Sources of China under Grant no 201414
References
[1] D E GoldbergGenetic Algorithms in Search Optimization andMachine Learning Addison-Wesley Reading Mass USA 1989
[2] J Kennedy and R Eberhart ldquoParticle swarm optimizationrdquo inProceedings of the IEEE Conference on Neural Networks vol 4pp 1942ndash1948 November-December 1995
[3] R Storn and K Price ldquoDifferential evolutionmdasha simple andefficient heuristic for global optimization over continuousspacesrdquo Journal of Global Optimization vol 11 no 4 pp 341ndash359 1997
[4] R Storn ldquoSystem design by constraint adaptation and differen-tial evolutionrdquo IEEETransactions on Evolutionary Computationvol 3 no 1 pp 22ndash34 1999
[5] C Blum ldquoAnt colony optimization Introduction and recenttrendsrdquo Physics of Life Reviews vol 2 no 4 pp 353ndash373 2005
[6] D Karaboga and B Basturk ldquoA powerful and efficient algo-rithm for numerical function optimization artificial bee colony(ABC) algorithmrdquo Journal of Global Optimization vol 39 no 3pp 459ndash471 2007
[7] B Akay and D Karaboga ldquoArtificial bee colony algorithmfor large-scale problems and engineering design optimizationrdquoJournal of IntelligentManufacturing vol 23 no 4 pp 1001ndash10142012
[8] D Simon ldquoBiogeography-based optimizationrdquo IEEE Transac-tions on Evolutionary Computation vol 12 no 6 pp 702ndash7132008
[9] D Simon R Rarick M Ergezer and D Du ldquoAnalytical andnumerical comparisons of biogeography-based optimizationand genetic algorithmsrdquo Information Sciences vol 181 no 7 pp1224ndash1248 2011
[10] M M Sayed M S Saad H M Emara and E E Abou El-Zahab ldquoA novel method for PID tuning using a modifiedbiogeography-based optimization algorithmrdquo in Proceedings of
the 24th Chinese Control and Decision Conference (CCDC rsquo12)pp 1642ndash1647 Taiyuan China May 2012
[11] L Wang and Y Xu ldquoAn effective hybrid biogeography-basedoptimization algorithm for parameter estimation of chaoticsystemsrdquo Expert Systems with Applications vol 38 no 12 pp15103ndash15109 2011
[12] D Du and D Simon ldquoComplex system optimization usingbiogeography-based optimizationrdquo Mathematical Problems inEngineering vol 2013 Article ID 456232 17 pages 2013
[13] V K Panchal P Singh N Kaur and H Kundra ldquoBiogeographybased satellite image classificationrdquo International Journal ofComputer Science and Information Security vol 6 no 2 pp269ndash274 2009
[14] H Ma ldquoAn analysis of the equilibrium of migration models forbiogeography-based optimizationrdquo Information Sciences vol180 no 18 pp 3444ndash3464 2010
[15] W Gong Z Cai and C X Ling ldquoDEBBO a hybrid differentialevolution with biogeography-based optimization for globalnumerical optimizationrdquo Soft Computing vol 15 no 4 pp 645ndash665 2010
[16] H Ma and D Simon ldquoBlended biogeography-based optimiza-tion for constrained optimizationrdquo Engineering Applications ofArtificial Intelligence vol 24 no 3 pp 517ndash525 2011
[17] X Li and M Yin ldquoMulti-operator based biogeography basedoptimization withmutation for global numerical optimizationrdquoComputers andMathematics with Applications vol 64 no 9 pp2833ndash2844 2012
[18] X Li J Wang J Zhou and M Yin ldquoA perturb biogeographybased optimization with mutation for global numerical opti-mizationrdquo Applied Mathematics and Computation vol 218 no2 pp 598ndash609 2011
[19] I Boussaıd A Chatterjee P Siarry and M Ahmed-NacerldquoBiogeography-based optimization for constrained optimiza-tion problemsrdquo Computers and Operations Research vol 39 no12 pp 3293ndash3304 2012
[20] G Xiong D Shi and X Duan ldquoEnhancing the performance ofbiogeography-based optimization using polyphyletic migrationoperator and orthogonal learningrdquo Computers and OperationsResearch vol 41 pp 125ndash139 2014
[21] K Deb ldquoAn efficient constraint handling method for geneticalgorithmsrdquo Computer Methods in Applied Mechanics and Engi-neering vol 186 no 2ndash4 pp 311ndash338 2000
[22] WGuo LWang andQWu ldquoAn analysis of themigration ratesfor biogeography-based optimizationrdquo Information Sciencesvol 254 pp 111ndash140 2014
[23] D Simon ldquoThe Matlab code of biogeography-based optimiza-tionrdquo 2008 httpacademiccsuohioedusimondbbo
[24] M M Raghuwanshi and O G Kakde ldquoSurvey on multiob-jective evolutionary and real coded genetic algorithmsrdquo inProcessings of the 8th Asia Pacific Symposium on Intelligent andEvolutionary Systems pp 150ndash161 Cairns Australia December2004
[25] J Brest S Greiner B Boskovic M Mernik and V ZumerldquoSelf-adapting control parameters in differential evolution acomparative study on numerical benchmark problemsrdquo IEEETransactions on Evolutionary Computation vol 10 no 6 pp646ndash657 2006
[26] A Amirjanov ldquoThe development of a changing range geneticalgorithmrdquo Computer Methods in Applied Mechanics and Engi-neering vol 195 no 19 pp 2495ndash2508 2006
Mathematical Problems in Engineering 15
[27] H Liu Z Cai and Y Wang ldquoHybridizing particle swarm opti-mization with differential evolution for constrained numericaland engineering optimizationrdquoApplied Soft Computing Journalvol 10 no 2 pp 629ndash640 2010
[28] F Huang L Wang and Q He ldquoAn effective co-evolutionarydifferential evolution for constrained optimizationrdquo AppliedMathematics andComputation vol 186 no 1 pp 340ndash356 2007
[29] B Tessema and G G Yen ldquoA self adaptive penalty functionbased algorithm for constrained optimizationrdquo inOroceeding ofthe IEEE Congress on Evolutionary Computation (CEC 06) pp246ndash253 Vancouver Canada July 2006
[30] E Mezura-Montes and C C Coello ldquoA simple multimemberedevolution strategy to solve constrained optimization problemsrdquoIEEE Transactions on Evolutionary Computation vol 9 no 1pp 1ndash17 2005
[31] Q He and L Wang ldquoAn effective co-evolutionary particleswarm optimization for constrained engineering design prob-lemsrdquo Engineering Applications of Artificial Intelligence vol 20no 1 pp 89ndash99 2007
[32] M E Mezura and C C Coello ldquoUseful infeasible solutions inengineering optimizationwith evolutionary algorithmsrdquo inPro-ceedings of the 4thMexican International Conference onArtificialIntelligence pp 625ndash662 Monterrey Mexico November 2005
[33] K E Parsopoulos and M N Vrahatis ldquoUnified Particle SwarmOptimization for solving constrained engineering optimiza-tion problemsrdquo in Proceedings of the International Conferenceon Natural Computation (ICNC rsquo05) pp 582ndash591 ChangshaChina August 2005
[34] T Ray andKM Liew ldquoSociety and civilization an optimizationalgorithm based on the simulation of social behaviorrdquo IEEETransactions onEvolutionaryComputation vol 7 no 4 pp 386ndash396 2003
The authors declare that there is no conflict of interestsregarding the publication of this paper
Acknowledgments
This research is supported by the Specialized Research Fundfor the Doctoral Program of Higher Education of Chinaunder Grant no 20120036130001 the Fundamental ResearchFunds for the Central Universities of China under Grantno 2014MS93 and the Independent Research Funds of StateKey Laboratory of Alternate Electrical Power System withRenewable Energy Sources of China under Grant no 201414
References
[1] D E GoldbergGenetic Algorithms in Search Optimization andMachine Learning Addison-Wesley Reading Mass USA 1989
[2] J Kennedy and R Eberhart ldquoParticle swarm optimizationrdquo inProceedings of the IEEE Conference on Neural Networks vol 4pp 1942ndash1948 November-December 1995
[3] R Storn and K Price ldquoDifferential evolutionmdasha simple andefficient heuristic for global optimization over continuousspacesrdquo Journal of Global Optimization vol 11 no 4 pp 341ndash359 1997
[4] R Storn ldquoSystem design by constraint adaptation and differen-tial evolutionrdquo IEEETransactions on Evolutionary Computationvol 3 no 1 pp 22ndash34 1999
[5] C Blum ldquoAnt colony optimization Introduction and recenttrendsrdquo Physics of Life Reviews vol 2 no 4 pp 353ndash373 2005
[6] D Karaboga and B Basturk ldquoA powerful and efficient algo-rithm for numerical function optimization artificial bee colony(ABC) algorithmrdquo Journal of Global Optimization vol 39 no 3pp 459ndash471 2007
[7] B Akay and D Karaboga ldquoArtificial bee colony algorithmfor large-scale problems and engineering design optimizationrdquoJournal of IntelligentManufacturing vol 23 no 4 pp 1001ndash10142012
[8] D Simon ldquoBiogeography-based optimizationrdquo IEEE Transac-tions on Evolutionary Computation vol 12 no 6 pp 702ndash7132008
[9] D Simon R Rarick M Ergezer and D Du ldquoAnalytical andnumerical comparisons of biogeography-based optimizationand genetic algorithmsrdquo Information Sciences vol 181 no 7 pp1224ndash1248 2011
[10] M M Sayed M S Saad H M Emara and E E Abou El-Zahab ldquoA novel method for PID tuning using a modifiedbiogeography-based optimization algorithmrdquo in Proceedings of
the 24th Chinese Control and Decision Conference (CCDC rsquo12)pp 1642ndash1647 Taiyuan China May 2012
[11] L Wang and Y Xu ldquoAn effective hybrid biogeography-basedoptimization algorithm for parameter estimation of chaoticsystemsrdquo Expert Systems with Applications vol 38 no 12 pp15103ndash15109 2011
[12] D Du and D Simon ldquoComplex system optimization usingbiogeography-based optimizationrdquo Mathematical Problems inEngineering vol 2013 Article ID 456232 17 pages 2013
[13] V K Panchal P Singh N Kaur and H Kundra ldquoBiogeographybased satellite image classificationrdquo International Journal ofComputer Science and Information Security vol 6 no 2 pp269ndash274 2009
[14] H Ma ldquoAn analysis of the equilibrium of migration models forbiogeography-based optimizationrdquo Information Sciences vol180 no 18 pp 3444ndash3464 2010
[15] W Gong Z Cai and C X Ling ldquoDEBBO a hybrid differentialevolution with biogeography-based optimization for globalnumerical optimizationrdquo Soft Computing vol 15 no 4 pp 645ndash665 2010
[16] H Ma and D Simon ldquoBlended biogeography-based optimiza-tion for constrained optimizationrdquo Engineering Applications ofArtificial Intelligence vol 24 no 3 pp 517ndash525 2011
[17] X Li and M Yin ldquoMulti-operator based biogeography basedoptimization withmutation for global numerical optimizationrdquoComputers andMathematics with Applications vol 64 no 9 pp2833ndash2844 2012
[18] X Li J Wang J Zhou and M Yin ldquoA perturb biogeographybased optimization with mutation for global numerical opti-mizationrdquo Applied Mathematics and Computation vol 218 no2 pp 598ndash609 2011
[19] I Boussaıd A Chatterjee P Siarry and M Ahmed-NacerldquoBiogeography-based optimization for constrained optimiza-tion problemsrdquo Computers and Operations Research vol 39 no12 pp 3293ndash3304 2012
[20] G Xiong D Shi and X Duan ldquoEnhancing the performance ofbiogeography-based optimization using polyphyletic migrationoperator and orthogonal learningrdquo Computers and OperationsResearch vol 41 pp 125ndash139 2014
[21] K Deb ldquoAn efficient constraint handling method for geneticalgorithmsrdquo Computer Methods in Applied Mechanics and Engi-neering vol 186 no 2ndash4 pp 311ndash338 2000
[22] WGuo LWang andQWu ldquoAn analysis of themigration ratesfor biogeography-based optimizationrdquo Information Sciencesvol 254 pp 111ndash140 2014
[23] D Simon ldquoThe Matlab code of biogeography-based optimiza-tionrdquo 2008 httpacademiccsuohioedusimondbbo
[24] M M Raghuwanshi and O G Kakde ldquoSurvey on multiob-jective evolutionary and real coded genetic algorithmsrdquo inProcessings of the 8th Asia Pacific Symposium on Intelligent andEvolutionary Systems pp 150ndash161 Cairns Australia December2004
[25] J Brest S Greiner B Boskovic M Mernik and V ZumerldquoSelf-adapting control parameters in differential evolution acomparative study on numerical benchmark problemsrdquo IEEETransactions on Evolutionary Computation vol 10 no 6 pp646ndash657 2006
[26] A Amirjanov ldquoThe development of a changing range geneticalgorithmrdquo Computer Methods in Applied Mechanics and Engi-neering vol 195 no 19 pp 2495ndash2508 2006
Mathematical Problems in Engineering 15
[27] H Liu Z Cai and Y Wang ldquoHybridizing particle swarm opti-mization with differential evolution for constrained numericaland engineering optimizationrdquoApplied Soft Computing Journalvol 10 no 2 pp 629ndash640 2010
[28] F Huang L Wang and Q He ldquoAn effective co-evolutionarydifferential evolution for constrained optimizationrdquo AppliedMathematics andComputation vol 186 no 1 pp 340ndash356 2007
[29] B Tessema and G G Yen ldquoA self adaptive penalty functionbased algorithm for constrained optimizationrdquo inOroceeding ofthe IEEE Congress on Evolutionary Computation (CEC 06) pp246ndash253 Vancouver Canada July 2006
[30] E Mezura-Montes and C C Coello ldquoA simple multimemberedevolution strategy to solve constrained optimization problemsrdquoIEEE Transactions on Evolutionary Computation vol 9 no 1pp 1ndash17 2005
[31] Q He and L Wang ldquoAn effective co-evolutionary particleswarm optimization for constrained engineering design prob-lemsrdquo Engineering Applications of Artificial Intelligence vol 20no 1 pp 89ndash99 2007
[32] M E Mezura and C C Coello ldquoUseful infeasible solutions inengineering optimizationwith evolutionary algorithmsrdquo inPro-ceedings of the 4thMexican International Conference onArtificialIntelligence pp 625ndash662 Monterrey Mexico November 2005
[33] K E Parsopoulos and M N Vrahatis ldquoUnified Particle SwarmOptimization for solving constrained engineering optimiza-tion problemsrdquo in Proceedings of the International Conferenceon Natural Computation (ICNC rsquo05) pp 582ndash591 ChangshaChina August 2005
[34] T Ray andKM Liew ldquoSociety and civilization an optimizationalgorithm based on the simulation of social behaviorrdquo IEEETransactions onEvolutionaryComputation vol 7 no 4 pp 386ndash396 2003
[27] H Liu Z Cai and Y Wang ldquoHybridizing particle swarm opti-mization with differential evolution for constrained numericaland engineering optimizationrdquoApplied Soft Computing Journalvol 10 no 2 pp 629ndash640 2010
[28] F Huang L Wang and Q He ldquoAn effective co-evolutionarydifferential evolution for constrained optimizationrdquo AppliedMathematics andComputation vol 186 no 1 pp 340ndash356 2007
[29] B Tessema and G G Yen ldquoA self adaptive penalty functionbased algorithm for constrained optimizationrdquo inOroceeding ofthe IEEE Congress on Evolutionary Computation (CEC 06) pp246ndash253 Vancouver Canada July 2006
[30] E Mezura-Montes and C C Coello ldquoA simple multimemberedevolution strategy to solve constrained optimization problemsrdquoIEEE Transactions on Evolutionary Computation vol 9 no 1pp 1ndash17 2005
[31] Q He and L Wang ldquoAn effective co-evolutionary particleswarm optimization for constrained engineering design prob-lemsrdquo Engineering Applications of Artificial Intelligence vol 20no 1 pp 89ndash99 2007
[32] M E Mezura and C C Coello ldquoUseful infeasible solutions inengineering optimizationwith evolutionary algorithmsrdquo inPro-ceedings of the 4thMexican International Conference onArtificialIntelligence pp 625ndash662 Monterrey Mexico November 2005
[33] K E Parsopoulos and M N Vrahatis ldquoUnified Particle SwarmOptimization for solving constrained engineering optimiza-tion problemsrdquo in Proceedings of the International Conferenceon Natural Computation (ICNC rsquo05) pp 582ndash591 ChangshaChina August 2005
[34] T Ray andKM Liew ldquoSociety and civilization an optimizationalgorithm based on the simulation of social behaviorrdquo IEEETransactions onEvolutionaryComputation vol 7 no 4 pp 386ndash396 2003