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Pages liminaires
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_
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Préface
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_
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Divers
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1
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Table des matières
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3
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Divers
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6
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Rubrique: 1st Session
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9
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Article: On the behavior of a heavy steel column
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9
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Article: Residual stresses in hot rolled members
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25
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Article: Residual stresses, yield stress, and column strength of hot-rolled and roller-straightened steel shapes
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39
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Article: Welding parameters, thick plates, and column strength
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60
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Article: Buckling strength and design guide of welded, linearly tapered columns
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62
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Article: Effect of initial stresses on plate buckling and buckling of box columns
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75
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Rubrique: 2nd Session
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92
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Article: Phenomène de saut dans le problème de flambement eulerien
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92
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Article: Compressive strength of columns with initial deflections
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108
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Article: Flambement par flexion-torsion des colonnes comprimées centriquement, appuyées élastiquement aux extremités
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121
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Article: The analysis of column buckling behaviour
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136
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Article: Buckling curves of hot-rolled steel shapes with structural imperfections
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152
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Article: Behaviour of steel columns under fire action
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162
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Article: Ultimate strength of eccentrically loaded columns
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171
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Article: Theoretical investigations of columns under biaxial loading
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182
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Article: Calcul et comportement des poteaux encastrés sollicités en flexion biaxiale
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191
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Article: Material behaviour and stability in aluminium-construction (E DIN 4113)
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193
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Article: Recherches sur le comportement au flambement de barres en aluminium
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203
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Article: Recherche sur le flambement des barres en aluminium
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205
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Rubrique: 4th session
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225
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Article: Column buckling curve of welded steel tube
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225
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Article: Centrally compressed built-up struts
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236
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Article: Ultimate strength of wide flange and box columns
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254
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Article: Some remarks regarding buckling curves
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266
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Article: Some simple thoughts on column buckling
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277
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Article: Determination of the elastic limits for buckling analysis
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292
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Rubrique: 5th Sesssion
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301
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Article: Experimental studies on column strength of european heavy shapes
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301
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Article: The probabilistic characteristics of maximum column strength
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321
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Article: Computer simulation of the E.C.C.S. buckling curve-using a Monte-Carlo method
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334
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Article: Statistical strength analysis and steel columns
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359
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Article: Load factor design of columns using second moment probabilistic method
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361
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Rubrique: 6th Session
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372
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Article: Developments in Czechoslovak specifications for steel column design
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372
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Article: Development of multiple column curves
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378
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Article: The European column curves
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385
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Article: Use of Perry formula to represent the new European strut curves
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399
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Article: Application of the buckling curves of the European convention for constructional steelwork to frame columns
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413
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Article: Empirical formulation of multiple column strength curves
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425
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Rubrique: Discussion
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429
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Article: Discussion on the 1st working session
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429
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Article: Discussion on the 2nd working session
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439
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Article: Discussion on the 3rd working session
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443
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Article: Discussion on the 4th working session
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448
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Article: Discussion on the 5th working session
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453
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Article: Discussion on the 6th working session
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464
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Article: Closing session
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472
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Divers
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481
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Index: IABSE
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485
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