Design methods and standards Keeping pace with evolving load standards: Recalibration of LRFD for wood D. Rosowsky, D. Gromala and P. Line,USA.....................................................1 Three-dimensional load-bearing behaviour of multi-storey timber frame buildings M. Kessel and T. zur Kammer, GERMANY ..................................................................................7 Multi-storey timber structures in Germany S. Winter, GERMANY ...................................................................................................................13 UK design guidance for multi-storey timber frame buildings R. Grantham and V. Enjily, UNITED KINGDOM........................................................................19 U.S. Building code and construction practice of multi-story wood-frame construction K. Cheung, X. Fang and P. Mazikins, USA ..................................................................................25 Development of a frame for wide openings in residential construction A. Ross & al., NEW ZEALAND..................................................................................................... 31 The generic formulation of member strengths as a first step towards a unified structural design code W. Burdzik, N. Dekker and V. Marshall, SOUTH AFRICA..........................................................37 Revised Malaysian code of practice for structural use of timber A. Rashid, MALAYSIA...................................................................................................................43 Design aids for optimised floor systems for timber buildings C. Sigrist and C. Gerber, SWITZERLAND ...................................................................................49 Glue-laminated structures Large, mechanically joined glulam arches K. Bell and L. Wollebæk, NORWAY..............................................................................................55 Stability of glulam arches L. Wollebæk and K. Bell, NORWAY..............................................................................................61 New design model for round holes in glulam beams S. Aicher and L. Höfflin, GERMANY............................................................................................67 A new glue-lam concept T. Poutanen, FINLAND ................................................................................................................73 Timber building systems and production methods A timber conservatory R. Morris-Nunn, AUSTRALIA.......................................................................................................77 WCTE 2004 LIST OF CONTENTS VOLUME I The new exhibition halls of Karlsruhe and the applicability of EC 5 G. Hochreiner, AUSTRIA..............................................................................................................83 Chinese rainbow bridges
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Design methods and standards
Keeping pace with evolving load standards: Recalibration of LRFD for wood
D. Rosowsky, D. Gromala and P. Line,USA.....................................................1
Three-dimensional load-bearing behaviour of multi-storey timber frame buildings
M. Kessel and T. zur Kammer, GERMANY ..................................................................................7
Multi-storey timber structures in Germany
S. Winter, GERMANY ...................................................................................................................13
UK design guidance for multi-storey timber frame buildings
R. Grantham and V. Enjily, UNITED KINGDOM........................................................................19
U.S. Building code and construction practice of multi-story wood-frame construction
K. Cheung, X. Fang and P. Mazikins, USA ..................................................................................25
Development of a frame for wide openings in residential construction
A. Ross & al., NEW ZEALAND.....................................................................................................31
The generic formulation of member strengths as a first step
towards a unified structural design code
W. Burdzik, N. Dekker and V. Marshall, SOUTH AFRICA..........................................................37
Revised Malaysian code of practice for structural use of timber
A. Rashid, MALAYSIA...................................................................................................................43
Design aids for optimised floor systems for timber buildings
C. Sigrist and C. Gerber, SWITZERLAND ...................................................................................49
Glue-laminated structures
Large, mechanically joined glulam arches
K. Bell and L. Wollebæk, NORWAY..............................................................................................55
Stability of glulam arches
L. Wollebæk and K. Bell, NORWAY..............................................................................................61
New design model for round holes in glulam beams
S. Aicher and L. Höfflin, GERMANY............................................................................................67
A new glue-lam concept
T. Poutanen, FINLAND ................................................................................................................73
Timber building systems and production methods
A timber conservatory
R. Morris-Nunn, AUSTRALIA.......................................................................................................77
WCTE 2004 LIST OF CONTENTS
VOLUME I
The new exhibition halls of Karlsruhe and the applicability of EC 5
G. Hochreiner, AUSTRIA..............................................................................................................83
Chinese rainbow bridges
W. Shen and J. Liu, CHINA ..........................................................................................................87
A systematic framework for long-span timber structures
A. Björnfot and L. Stehn, SWEDEN..............................................................................................93
The use of timber gridshells for long span structures
R. Harris & al., UNITED KINGDOM ..........................................................................................99
Performance of shear walls
Structural Performance of Tall Walls Under Axial and Transversal Loads
D. Leonard, M. Popovski and H. Prion, CANADA.......................................................................105
Narrow shear walls - a portal frame solution
T. Williamson and B. Yeh, USA ....................................................................................................111
Effects of dry and humid cyclic climate on the performance of nail joints and shear walls
S. Nakajima and M. Okabe, JAPAN..............................................................................................117
Performance of code-prescribed wood shear walls
P. Seaders, R. Gupta and T. Miller, USA .....................................................................................123
A plastic lower bound method for design of wood-framed shear walls
B. Källsner and U. Girhammar, SWEDEN...................................................................................129
Hysteresis models for nailed sheathing-to-framing connections
in wood shear walls and diaphragms
J. Judd and F. Fonseca, USA........................................................................................................135
Lateral resistance of tall unblocked shear walls
H. Mi & al., CANADA...................................................................................................................141
Performance-based design of wood shearwalls considering
performance of the overall structure
D. Rosowsky and J. Kim, USA ......................................................................................................147
Lateral resistances of log constructions
T. Hirai & al., JAPAN...................................................................................................................153
Lateral shear performance of the wooden post & beam structure
with prefabricated small mud shear walls
K. Komatsu & al., JAPAN.............................................................................................................159
Characteristics of sheathing-to-timber joints in wood shear walls
U. Girhammar, N. Bovim and B. Källsner, SWEDEN..................................................................165
WCTE 2004 LIST OF CONTENTS
VOLUME I
Enviromental aspects
The environmental benefits of wood construction
J. O’Connor and J. Dangerfield, CANADA..................................................................................171
Carbon stock by domestic produced and imported primary wood products in Japan
T. Soma and T. Arima, JAPAN......................................................................................................177
Comparative LCA:s for wood and other construction methods
P. Eriksson, SWEDEN ..................................................................................................................183
Durability and renovation
Moisture, mould and wood - a design challenge
T. Williamson and S. Zylkowski, USA...........................................................................................189
The safety of exterior wood decks on residential buildings
J. Loferski, USA ............................................................................................................................195
A probabilistic model for termite attack
R. Leicester, C. Wang and L. Cookson, AUSTRALIA..................................................................201
Reliability
Simulation-based reliability assessment of timber structures
A. Lokaj, CZECH REPUBLIC ......................................................................................................205
Theoretical and practical aspects of the reliability analysis of timber structures
A. Ranta-Maunus, FINLAND........................................................................................................211
An integrated approach to include system effects in wood assemblies
R. Gupta and P. Limkatanyoo, USA..............................................................................................217
Reliability analysis of deteriorated post member
C. Park, H. Kim and J. Lee, KOREA ............................................................................................223
Reliability based classification of timber structures
L. Ozola and T. Keskkula, LATVIA / ESTONIA............................................................................229
Connections
Reinforcements perpendicular to the grain using self-tapping screws
H. Blaß and I. Bejtka, GERMANY ................................................................................................233
Moment-resisting joints with hardwood dowels glued-in parallel to grain
J. Jensen, T. Sasaki and A. Koizumi, JAPAN................................................................................239
Moment-resisting connections in laminated veneer lumber (LVL) frames
A. Houtte, A. Buchanan and P. Moss, NEW ZEALAND...............................................................247
WCTE 2004 LIST OF CONTENTS
VOLUME I
A linear fracture mechanics evaluation of plug shear failure
H. Johnsson and L. Stehn, SWEDEN............................................................................................253
Splitting strength of beams loaded perpendicular to
grain by connections, a fracture mechanical approach
A. Leijten and T. van der Put, NETHERLANDS...........................................................................259
Design method for utilisation of rotational stiffness
of mechanical joints on the design of timber structures
P. Kanerva, S. Peltola and J. Vesa, FINLAND.............................................................................265
Reinforcement of large finger-jointed corner frame connections
T. Mori , K. Komatsu and Y. Noda, JAPAN..................................................................................273
Influence of moisture induced stresses in steel-to-timber dowel joints
J. Sjödin, C. Johansson and H. Petersson, SWEDEN...................................................................279
Engineered wood products
Parametric studies of OSB webbed wood
I-beams with changing web depth and web opening location
Z. Guan, E. Zhu and P. Rodd, UNITED KINGDOM...................................................................285
Numerical simulation of mechanical behavior of parallel strand lumber
P. Clouston, USA ..........................................................................................................................291
Long term trends of coniferous sawn timber and plywood consumption –
Future demand opportunities for engineered wood products
J. Virtanen, FINLAND ..................................................................................................................297
Performance of composite structures
Grooves as shear-connectors in timber-concrete composite structures
U. Kuhlmann and B. Michelfelder, GERMANY............................................................................301
Composite of board stacks and concrete with integrated steel slim-floor profile
U. Kuhlmann and J. Schänzlin, GERMANY .................................................................................307
Time dependent behaviour of timber-concrete-composite structures
J. Schänzlin and U. Kuhlmann, GERMANY .................................................................................313
Flexural fatigue of beam to beam connections using glued-in GFRP rods
M. Madhoushi and M. Ansell, IRAN / UNITED KINGDOM........................................................319
Load carrying capacity of nail-laminated timber loaded perpendicular to its plane
V. Kraemer, GERMANY................................................................................................................327
WCTE 2004 LIST OF CONTENTS
VOLUME I
Finite element analysis of timber composites reinforced with bonded-in steel plates and rods
P. Alam, M. Ansell and D. Smedley, UNITED KINGDOM ..........................................................333
Experimental and numerical results on semi prestressed wood-concrete composite floor systems for long span applications
L. Bathon and P. Clouston, GERMANY / USA .............................................................................339
Timber beams strengthened with prestressed fibres: Delamination
M. Brunner and M. Schnueriger, SWITZERLAND.......................................................................345
Rehabilitation of timber beams with reinforced epoxy plates
A. Duarte, J. Negrão and H. Cruz, PORTUGAL..........................................................................351
Mechanical behaviour of two orthogonally glued boards
R. Joebstl & al., AUSTRIA............................................................................................................357
Tailor made textile reinforcements in wood constructions
P. Haller, T. Birk and J. Wehneser, GERMANY...........................................................................365
Non-linear FEM models for timber-concrete joints made with dowel type fasteners
A. Dias & al., PORTUGAL...........................................................................................................371
Education in timber engineering and construction
A study on effective architectural education for students based on construction of timber structures by student's selves build project
K. Kohara & al., JAPAN...............................................................................................................377
Timber design knowledge for professionals of the future
C. Mettem & al., UNITED KINGDOM.........................................................................................383
Education of architects and engineers to the world of timber engineering
J. Virtanen, FINLAND ..................................................................................................................389
Integrated education in timber engineering and forest products technology
T. Paajanen, FINLAND ................................................................................................................393
Architectural construction: Simulation for ‘reality’