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PROCEEDINGS OF THE INTERNATIONAL CONFERENCE ON ADVANCES IN
STRUCTURESASSCCA 03). SYDNEY. AUSTRALIA. 22-25 JUNE 2003
Advances in Structures
EilitcJ hy(i.J. Hancocklh;\ir:i>h nt 1 ( 'nil Enginei-ring.
The L nnersity ot Sydney. Sytlncv. Australia
MA. BradfordV honl at ('ivil ct Einironmcntid En^invcniiiz. The
I 'nivcrsity a) Xew South H'aUw. Sydney. Australia
T.J. WilkinsonDe/hinnient t C i\il Engineering. The I niwrsity
>>/ Sydney. Sydney. Australia
B. LySeliool o/ ( 7v;7 iV En\ ironmental l-' l ' ' " ' i'"v"v
o/'.Yric South Hales. Sydney. Australia
K...I.R. RasmusscnDepartment ot C i\il Engineering. The I
niyersity of Sydney. Sydney. Australia
Volume 1
A.A. BALKEMA PUBLISHERS Lisst / ABINC.DON EXTON (PA) TOKYO
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Advances in Structures, Hancock et al. (eds)2003 Swets &
Zeitlinger. Lisse. ISBN 90 5809 588 6
Table of Contents
Preface XVIIAcknowledgements XIX
Volume 1
1 Keynote lecturesStrength and stiffness of CFT semi-embedded
type column base 3S. Morino. J. Kawaguchi. A. Tsuji & H.
KadoyaEurocode 4 for buildings 15D. AndersonSeismic design of
trussed girder systems 29R.T. Leon. U.S. Kim & 771.
GalambosComposite steel-concrete systems with slim floor beams:
structural performance and designconsiderations 35R. Zandonini. F.
Gadotti & E. FedrizziInfluence of initial imperfections on the
behaviour of lipped channel columns at high temperatures 45O.
Kaitila & P. MdkeliiinenAnalysis and design of cable supported
roof structures 57K. Kayyani
2 SteelExperimental and numerical evaluation of the deformation
capacity of bolted end plateconnections modelled by welded T-stubs
69A.M. Girdo Coelho. F.S.K. Bijlaard & L. Simoes da
SihaNonlinear response of bolted end-plate steel connections 77G.
G. A miri & At. JamalzadehExperimental study on the mechanical
and clamping properties of F13T sirado high strength bolts S3J.H.
Kim. M.S. Uo'o&SM ChoiBlock shear failure of bolted steel
single angles in tension 89M. Gupta & L.M. GuptaEuropean
technical approvals for prefabricated tension rod systems 95K.
KathageBehaviour of beam-to-column minor axis connections - a
comprehensive investigation 101C. W. Chin. S. Sarkar & K.S. I
IrdiBehavior and design of multi-row extended end-plate moment
connections 113E.A. Stunner & T.M. MurrayMoment-rotation
relationships of thin endplate connections in steel beams 119I.O.
Adegoke & A.R. Kemp
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Fatigue life prediction based on acoustic emissions 125T.M.
Roberts & M. Talebzadeh
Load levels for high-cycle fatigue response in welded thin
cold-formed square hollow-section (SHS) T-joints under in-plane
bending 131F.R. Mashiri. X.E Zhao & P. Gntndy
Fatigue crack initiation and propagation in thin-walled
CHS-to-SHS T-joints 137L. W. Tong. X.L. Zhao. F.R. Mashiri. P.
Grundy & H.Z. Zheng
Lateral-torsional stability of prismatic and tapered steel
beams: assessing the influence ofpre-buckling deflections 143A.
Andrade & D. Camotim
Elastic stability of partially restrained short steel I-section
members in flexure 151M. Pircher, M. Gldste & R.Q. BridgeTests
of very high strength (VHS) circular steel tubes in bending 157H.
Jiao & X.L. Zhao
Coupled local-lateral buckling of I-beams, a finite element
model 163C.P. Poon & H.R. Ronagh
A closed-form solution for the distortional buckling of I-beams
169H.R. Ronagh. M.L.H. Ng & C.P. Poon
Impact resistance of structural hollow sections 175N. Kosteski
& J.A. Packer
A 490 yield-stress steel for liquified-gas vessels 181J. V.
Tuma. D. Kinetic. R. Celin & S. Azman
Prediction of fracture initiation in structural steel using
tensile testing 189L.C.A. Folch
Adaptability of the building design codes to the design with
high strength steel 195S.-W.Im&I.-H. ChangWind-induced load
capacity analysis of long-span steel arch bridges under
construction 201J. Cheng, R.-C. Xiao, M. Xia & J.-J.
JiangSpatial stability experiment on a semicircular steel arch
207D.B. la Poutre. H.H. Snijder & J.C.D. HoenderkampOptimal
shape design of non-uniform stiffened steel beams with buckling
andfrequency constraints 213S.A. Alghamdi & IP.
LeivaConsideration of initial imperfections for members subjected
to axial compression and bending 221J. Lindner. T. Glitsch & S.
HeydeIndustrial steel racks: tests, design and codes 229;V.
Baldassino & R. ZandoniniDevelopments in the pallet program
237R.G. Beale & M.H.R. GodleyAnalysis and behaviour of steel
storage rack columns 245A.M.S. Freitas. M.S.R. Freitas, FT. Souza
&A.M. OliveiraStability testing of sub-assemblages of high rise
steel storage racks 251E. Harris & G. HancockDesign of
washerless bolted connections in thin sheet steels 257J. Zhang
& C.A. Rogers
VI
- Finite element analysis of structural knee-joints for
cold-formed portal frame 263MM. Pham, IE. Mills & Y. ZhugeKnee
joints in portal frames constructed from thick cold-form channel
members 269IE. MillsStructural behaviour of self-piercing riveted
connections in G300 and G550 thin sheet steels 275S.R. Moss &
M. MahendranDeformation characteristics of lapped connections
between cold-formed steel purlins of Z sections 281K.F. Chung &
H.C. HoDesign of cold-formed steel channel columns with complex
stiffeners using direct strength method 289./ Yan & B
YoungTests of cold-formed steel plain angle columns 295B.
YoungCompression tests of cold-reduced high strength steel channel
columns failing in thedistortional mode 303D. Yang & G.J.
HancockGBT post-buckling analysis of cold-formed steel members
309N. Silvestre & D. CamotimInteractive buckling of thin-walled
cold-formed members 317D. Dubina. l.F. Szabo & V.
UngureanuFinite element predictions of residual stresses in
cold-formed sections 325W.M. Quach. J.G. Teng & K.F.
ChungAdvances in direct strength design of thin-walled members
333B. W. SchaferNew design provisions for sections containing
unstiffened elements with stress gradient 341M.R. Bambach &
K.J.R. RasmussenEnd-one-flange loading with an overhang: web
crippling capacity 347M. W. Holesapple & R.A. LaBoubeDesign of
cold-formed steel bearing stiffeners 351S.R. Fox & R.M.
SchusterRecent research in steel structures at The University of
Sydney 357T. WilkinsonMoment-rotation behaviour of a re-entrant
decking of high strength steel: experiment and nonlinearfinite
element analysis 363A.M. Akhand. M.S.A. Karim & W.H.B. W.
BadaruzzamanDesign method of light-gauge composite floor beams
371/.. Dunai. Sz. Erdelyi & S. AddnyNumerical modeling of
thin-walled cold-formed steel C-sections in bending 379G. Delia
Corte. A. De Martino, L. Fiorino & R. LandolfoAnalysis and
testing of cold-formed steel beams 387C. Yu & B. SchaferDesign
of profiled sandwich panels subject to local buckling effects
397,
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A new buckling curve formulation for aluminium alloy elements
413MA. Gizejowski, A.M. Barszcz & K.M. NikonowiczBuckling
experiments and FE simulations on complex aluminium extrusions
421J. Mennink. F Soetens. H.H. Snijder & B.W.EM, van
HoveDetermination of strength characteristics of aluminum honeycomb
material subjectedto out-of-plane compression using finite element
analysis 427V. Aaron. A.H. Adibi-Sedeh. H. Nagarajan & B. BahrA
new classification criterion for aluminium cross-sections 433G. De
Matteis. R. Landolfo & M. ManganielloAluminium bridges, actual
designs and prospects 443F Soetens, B. W.E.M. van Hove & J.
MenninkFatigue behavior of crossing MIG and friction stir welds in
aluminium 6082 T6 449D. Kosteas & C. RadlbeckNDE and quality
control of structural adhesive joints 453D. Kosteas & M.
MichaloudakiCalibration study for the Eurocode ENV 1999 for
aluminium design 461D. Kosteas & C~RadlbeckExperimental
analysis of aluminium T-stubs: tests under cyclic loading 467G. De
Matteis. G. Delia Corte & EM. Mazzolani
4 AnalysisTorsional modeling of thin-walled beams with open and
closed cross-sections 477A'. Saade, B. Espion & G.
WarzeeElastoplastic large deflection analysis of curved steel
I-beams 485M. ShugyoCoupled bending-torsion natural frequencies of
non-symmetrical steel joists with taper 491S.
TalukdarLateral-torsional buckling analysis of a doubly symmetric
thin-walled beam under axialforce and bending moment 497K.M. Hsiao,
H.H. Chen & C.C. LinStability behavior of closed cross-section
thin-walled prismatic members in the frameworkof Generalized Beam
Theory 503P Simcio & L. Simoes da SilvaThe overall load-bearing
capacity ofTube-and-Couple Scaffolds 511G.-Q. Li&
H.-F.AoAdvanced, second-order and modified first-order analyses for
design of 2-bay portals 517L.X.Fang&S.E ChanBuckling load of
unbraced rigid-frame with slender columns 521/. Mitani, T. Katahira
& Y. OhtaniThe influence of column base connections on the
stability of slender frame structures 527H.H. Lau. M.H.R. Godley
& R.G. BealeLarge deflection analysis of structures with
continuous and discrete restraints 535J. Petrolito & K.A.
LeggeCase studies of the structural response of a number of
framed-tube high-rise buildings 541S.S. Mahini & H.R.
Ronagh
VIII
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Reliability implications of advanced analysis in design of steel
frames 547S. G. Buonopane, B. W. Schafer & T. IgusaNon-linear
behaviour of steel-concrete composite frames with partial shear
connection 555C. Faella. E. Martinelli & E. NigroOffice floor
vibration control using a TMD 563A J. Baxter & T.M. Murray
Logarithmic decrement of damping in reinforced and partially
prestressed concretebeams - new prediction formulas 569S.H.
Chowdhuty & Y.C. LooStructural design of Sydney's tallest
residential building 575O. Martin, K. Kayvani & L. Marengo
Exact solutions for vibration of stepped circular Mindlin plates
581L Zhang & Y. Xiang
Post local buckling of simply supported skew and trapezoidal
plates 5S7A.R. Shahidi, M. Azhari
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6 ShellsImperfection sensitivity of medium-length silos under
wind load 673M. Pircher
Locally supported shells with longitudinal stiffeners above the
supports 677H. Pasternak & S. Komann
Influence of boundary conditions on the instability of circular
cylindrical shells 683F Guarracino &A. Giordano
Author index 691
Volume 2
1 CompositePartial interaction behaviour of continuous composite
steel-concrete beams 697R. Seracino & C. T. Lee
Evaluation of finite elements for the study of the ultimate
behaviour of steel-concretecomposite beams 703A. DallAsta&A.
Zona
Effects of partial shear connection in semi-continuous composite
beams 711B. Uy & D.A. Nethercot
Double skin composite panels subject to static and impact loads
717A. El-Badawy. R. Cairns & H. Wright
Local and post-local buckling of steel-concrete composite panels
under combined states of stresses 723Q.Q. Liang, B. Uy. H.D. Wright
& M.A. BradfordShear resisting mechanism and shear strength
equation for full and open sandwich beams 729M.A. Rahman & T.
Ueda
Experimental behaviour of composite beams under hogging bending
737H. Y. Loh. B. Uy & M.A. BradfordModeling of semi-rigid
composite joints 745H.D. Wright. Y. Wang & R. Cairns
Systemic improvements to structural steel decking 751M. Patrick
& R. Grey
Built-up columns encased in concrete 759R. Venugopal. N.E.
Shanmugam & J.Y.R. Liew
Testing elements of moment resisting connections for composite
frames 765A.P. Gardner tS H.M. Goldsworthy
Ultimate shear strength of perforated rib shear connector 771K.
Fujii, H. Iwasaki & N. FujimuraWeb-side-plate steel and
composite framing connections 777M. Patrick, PA. Berry &A.T.
Wheeler
Development of bolted end plate connections for steel reinforced
concrete composite structures 785Y. Xiao, J.C. Anderson
&Y.Wu
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Experimental study on steel-concrete composite plate girders
793N.E. Shanmugam & K. Baskar
Experiments on prestressed concrete decks in two-girder
composite bridges 801PC Lee, T.Y. Yoon, Y.J. Kim & B.S. Kim
Girders with corrugated steel webs: buckling modes and numerical
modelling 807E.Y. Sayed-AhmedExperimental study on open box bridges
with precast decks 813C.-S. Shim. H.-K. Ryu, S.-P Chang & C.-H.
Chung
A study on global and local behavior in continuous composite
girder bridge and its analysisby multi-scale method 819A. Nakajima,
I. Saiki & T. AsaiAnalysis of variability of the long-term
deflection of a new kind of composite bridge deck 825S. Staquet, B.
Espion & H. Detandt
Fatigue durability of composite girder bridge with
channel-shaped precast PC deck slabs 833S. Hino, K. Yamaguchi, T.
Ohta & T. Tsutsumi
Advances in prestressed concrete bridges with external
prestressing 841T. Aravinthan. Y. Hamada & K. Uehira
2 Co n crete filled tubesResearch tudy on the structural peifoi
-vnnce of concrete filled steel tubular beam-columns 849T.
TuiimotP. T. Demizu, H. Ueda, H. T
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Load-deformation relations of diaphragm-stiffened connections
between H-shaped beams andcircular CFT columns 935K. Xakada &
A. Kawano
A moment-rotation curve for CFT square columns and steel beams
according to reliability analysis 943E.J. Cha. S.M. Choi & Y.
Kim
A moment-rotation curve for CFT square columns and steel beams
951S.D. Hong. S.M. Choi & Y. Kim
Flexibility of beam to column connections in hollow construction
961R.A. Prabhavathy. G.M.S. Knight & A. RajaramanStrengthen
behaviour of reinforcing bar in CFT structures 967H.-.I. Wang. H.
Wei. A. Hasegawa, Y. Shioi & Z.-Q. HuangEccentricity ratio
effects on the behavior of eccentrically loaded CFST columns 973C.
Buochun & H. Hiroshi
Equation of ultimate N-M interaction curve of circular CFT
column 979Y. Sun & K. Sakino
Eccentrically loaded high strength concrete-filled square steel
tubes 987S. Zhang, L. Guo & H. Tian
3 ConcreteDesign of RC solids using stress analysis 997S.
Foster. P. Marti & N. MojsilovicMesomechanical model for the
fracture process of concrete 1003J.G. Teng. W.C. Zhu & C.A.
Tang
Properties of adjusted density high-performance concrete 1011R.
Sri Ruvindrarajah & W. JonesParametric study on the
computational behaviour of hollow beams designed using the
DirectDesign Method - numerical factors 1017A.S. .41 Nuaimi
Effect of longitudinal steel on ductility of a R.C. flexural
member: a direct approach 1023D. Maity & Shweta
Slab cracking control in composite decks by means of
fractionated castings 10 ""9/.. Dezi. F. Gara. G. Leoni & A.
Vitali
Bond test of lapped rebars and concrete: some preliminary
results HHsII.Y. Leung, S. Kitipornchai. R.I' Balendran & W.C.
Tang
Effects of high strength concrete and reinforcement on column
slendeincss H>-nA Wheeler. R. Bridge & W. Marsden
Examination of cover spalling in high strength columns Hi)').V.
Hue ' < 7mSgo.PA Memlis. D. Teo & G KiiMinui
S h r i n k a g e c r a c k i n g in r e s t r a i n e d i c i n
f o r c e d c o n c r e t e m e m b e r s HW>'>.V. \eiadi
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Tensile creep study of repair material at early age 1 OKY. Cai,
77 Esaki & Y. Yuan
Non-conventional structural forms for concrete sludge digesters
1093A. Zingoni & D. Murambadoro
Behaviour of fibre reinforced RPC deep panels 1101J.Y.L. Voo,
S.J. Foster, R.I. Gilbert & N. Gowripalan
Additional CFRP non-prestressed reinforcement in concrete
structures . 7P. Stepdnek, 77 Vanura, L. Podolka A I.
Svafickovd
4 SeismicExperiments and analytical simulation of bare-type CFT
column bases ' i 777 Li, A. Kawano. L. Li & M. Itoh
The effect of cyclic loading on the bond strength of concrete
plugs embedded in tubular , .'... I "5A. Nezamian, R. Al-Mahaidi A
P. Grundy
Seismic retrofit for rectangular R/C columns by steel and CF
jackets 1131K. Yoshimura. K. Kikuchi, M. Kuroki, J.H. Wang A 77
Itai
The influence of distribution of masonry infill panels on the
seismic response of R.C. framed structures 1139M.A. Tantry, A.
Gupta &A. Madan
Study on behavior of twin-column RCFT pier under horizontal
cycling load 1145A. Hasegawa. H. Wei, H.-J. Wang A Y. Shioi
Rectangular reinforced concrete columns subjected to simulated
seismic displacements 1153O. Bayrak A S.A. Sheikh
Nonlinear seismic response of reinforced concrete structures
1161/. Anam, Z.N. Shoma A A.R. Talukder
Strength and deformation characteristics of slender SRC
beam-column frames 116977 Fujinaga, I. Mitani & Y.
OhtaniImportance of composite steel concrete structures in
earthquake resistant design a i.-'i ; i >N. Munirudrappa A N.S.
Kumar
An advanced seismic protection technology: the damped cable
systemS. Sorace A G. Terenzi
Energy limit method for strength design of reinforced concrete
beanie ! 'S. MarjanishviliSeismic behavior of steel encased
reinforced concrete beam-columns : '>L Li../. Sak'd A C.
Matsui
M e t h o d o f j u d g i n g c o l l a p s e o f S R C a n d R
C c o l u m n s t . n l c d b y ^ n . \ n . . m i ,? < k ' i :
;.< ' ^).' Uchida & Y. UezonoExper imenta l behaviour of end
plate minor-a \ i> s i 'x l and Lomp.-.-it,^ .->; r < 'I C
Xeves. i.. Simoes da Silva A PC''', i':; S ]::;:;'.:
Application of rational end cross members consisting of
compos!to strueluic Vi : .. .rcstrainers in earthquake to steel
girder bridges//. Kobavashi. K. Egashira. S. Kiso. //. Kitoh A K.
Sonoda
Large scale tests on composite bcam-to-column connections under
cyclic loading I "3L. Calado, A. De Luca, E. Mele A R.
Pucinotti
XIII
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Behavior of bare type column base connection in steel reinforced
concrete structures 1243K. Sadasue. D. Fujiwara A K. MinamiStudy on
two types of joints of steel-concrete composite beam and reinforced
concrete column 1251J. Weishan. M. Hongwei. H. Jiping, L. Ying A Y.
QingrongCyclic analysis of PR steel frames with composite
reinforced concrete infill walls 1259G.A. Rassati, J.F. Hajjar.
A.E. Schultz A C.K. ShieldInfluence of partially-restrained
connections on the overall seismic behavior of
steel-concretecomposite frames: a mechanical modeling approach
1267/. Clemente. S. Noe A G.A. Rassati
Analytical design model for seismic shear strength of
beam-column joints in reinforcedconcrete buildings 1275S.A.
Attaalla
Earthquake resistance performance of flexible-stiff mixed
structure for effective use ofhigh-strength steel 1279S.H. Oh A
I.H. Chang
Seismic behaviour and design procedures for steel V-braced
frames 1287A V. RerienrukovA W.R. Walpole
Probabilistic displacement-based seismic design of SDOF system
17N30 ,/iong. i. long A H. Hong
Seismic tcrsional response of single-storey steel structures
with flexible roof diaphragms !299K Tirmh!,:y, C.A. Rogers A C.
Nedisan
i."win l>r-l*q\ >or ot buck!ing-restrained brace members -
numerical stud\ ano! f\rp"i"oni ; '"'"7 t\,:n-,: I K.va: A M.
Kato
n.ml, tiin.tuse ofbearn-column welded joints containing defects
i j i . ;'' ' ' ' ''. robane, K. Azuma & 77 hvashita
!''..:!': .-.- f-..ii' ..t-ength end-p'a.c connections: design
-.utona an.i M.mtp Carlo s">Hii:in.>n ' '1 I'l/ni-i A- c
Rizzano
I \tv-nn!.--.'ia smov en the cyclic behavior of bolted end-plat
'.:':.i.i. ..) ,rji A V KovdcsSri;-!nic !" r1' im.ance of
multi-story frames incorporating composite shear walls ' ' ' '/
Hinii'O -\ \ikino A T Yamaguchi
[< \ ,\y., !' ;-.avior of composite shear walls failed in
overturning collapse mechanism :
A. Sakino. T. Hitaka A T. Takahashi
The cyclic response of reinforced concrete shear walls 1345R.
Stun, M. WiUford, T.C.K. Molyneaux. A. Mole & L.
KawidjajaDamage analysis of reinforced concrete panels under cyclic
shear 1351R.A. Hindi A M. Y. Mansour
Seismic performance of cold-formed steel framed houses with
wall-stud shear walls 1359LA. Fiilop A D. Dubina
5 RetrofittingStrengthening steel sections using carbon fibre
reinforced polymers laminates 1369D. Lam A K.A. Clark
Flexural behaviour of reinforced concrete beams retrofitted
using CFRP strips 1375E. Y. Saved-Ahmed. N.G. Shrive & A.H.
Riad
XIV
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Experimental study on seismic retrofit for existing R/C building
by using CHS bracing 1383A. Miyagawa. R. Kinoshita, 77 Fujinaga, Y.
Ohtani A I. MitaniDuctility improvement mechanism of concrete
columns by wrapping of FRP sheets 1391K. Maruyama, 77 Shimomura, 77
Shinbo A Y. Nakai
Author index 1399
XV