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Pages liminaires
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1
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Divers
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4
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Préface
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5
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Divers
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6
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Table des matières
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7
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Rubrique: Keynote speaker
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11
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Article: Research on connections in Europe: the COST C1 action
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13
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Rubrique: Session 1: Experimental results on joint characteristics
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29
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Article: Composite connections: experimental results
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31
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Article: Bolted beam-to-column steel connections
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43
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Article: Use of threaded studs in joints between I-beam and R.H.S. column
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53
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Article: Testing of simple flowdrill connections
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63
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Rubrique: Session 2: Effects of joint action on frames 1
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71
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Article: Investigation on the validity of connection classification system
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73
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Article: Classification system for aluminium alloy connections
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83
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Article: New classification system for semi-rigid connections considering overall behavior of frames
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95
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Article: Experimental analysis of semi-rigid composite frames
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105
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Article: A consistent formulation of the yield-hinge theory for 3-D frames considering the deformations of connections
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115
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Rubrique: Session 3: Effects of joint action on frames 2
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125
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Article: Seismic resistance of semi-rigid steel frames
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127
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Article: Static and dynamic testing of structures with semi-rigid connections
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137
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Article: Static and dynamic design of structures with semi-rigid connections
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145
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Article: Flexible connections as the discrete dampers
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153
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Article: Nonlinear seismic analysis of a semi-rigid frame building
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161
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Rubrique: Keynote speaker
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169
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Article: European rules for the design of composite joints
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171
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Rubrique: Session 4: Tests and analysis of connections
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183
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Article: Practical design method for semi-rigid composite joints with double web cleat connections
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185
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Article: The effect of plain bars in R/C beam-column joints under cyclic loading
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197
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Article: Semi-rigid behaviour of beam-to-column minor-axis joints
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207
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Rubrique: Session 5: Modelling of connection behaviour 1
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217
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Article: Modelling of semi-rigid connections: column bases
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219
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Article: Endplate and web plate joints: moment-rotation behaviour
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229
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Article: Effect of bolt modeling [i.e. modelling] on initial stiffness of cleated connections
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237
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Article: Low-cycle fatigue behaviour and damage assessment of semi-rigid beam-to-column connections in steel
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247
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Rubrique: Session 6: Modelling of connection behaviour 2
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257
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Article: The required rotation capacity of joints in braced steel frames
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259
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Article: A survey on finite element modelling of steel end-plate connections
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269
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Article: Finite element-based models for the analysis of bolted beam-to-column steel connections
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279
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Article: Three dimensional nonlinear finite element simulation of R/C joints
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289
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Rubrique: Session 7: Design of connections
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297
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Article: Component method validation tests in precast concrete semi-rigid connections
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299
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Article: Prediction of the flexural resistance of bolted connections with angles
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309
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Article: Moment capacity of beam-to-column minor-axis joints
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319
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Article: Conceptual design of joints in braced steel frames
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327
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Rubrique: Session 8: Design of frames
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337
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Article: A new design approach for braced frames with extended end plate connections
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339
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Article: Effective length factors in precast concrete frames
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349
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Article: Plastic design of semirigid frames for failure mode control
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359
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Article: Design handbook for frame design including joint behaviour
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371
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Index: IABSE reports
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379
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