Part 33-I (1973): IABSE Publications = Mémoires AIPC = IVBH Abhandlungen
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I
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Front matter
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I
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Preface
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III
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Table of Contents
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VII
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Article: Recherches sur le comportement au flambement de barres en aluminium
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1
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Article: Comparaison d'essais de flambement français avec la simulation sur ordinateur
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33
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Article: Allgemeine Theorie der Bildung von Schrägrissen infolge Querkraftbeanspruchung
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41
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Article: Strength of cylindrical shells with imperfections
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55
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Article: Der Einfluss von Querschotten auf das Verhalten von Kastenträgern mit Rechteckquerschnitt
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65
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Article: Calcul des ponts biais à poutres multiples
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89
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Article: Linear program for optimal design of reinforced concrete frames
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119
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Article: Analysis of composite walls with and without openings
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143
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Article: Local strains in a beam and slab bridge model under concentrated load
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167
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Article: The behaviour of thin stiffened steel plates
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191
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Article: Analysis of box girder bridges of arbitrary shape
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203
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Article: Stochastic analysis for time-dependent load transfer in reinforced concrete columns
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219
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Part 33-II (1973): IABSE Publications = Mémoires AIPC = IVBH Abhandlungen
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I
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Front matter
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I
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Preface
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III
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Table of Contents
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VII
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Article: Inelastic lateral torsional buckling of beam columns
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1
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Article: Curved box girder bridges with intermediate diaphragms and supports
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17
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Article: Analysis of concrete-filled steel tubular beam-columns
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37
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Article: Layered finite element procedure for inelastic analysis of reinforced concrete slabs
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53
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Article: Incremental collapse under conditions of partial unloading
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69
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Article: Analysis of folded plate and cylindrical shell roofs
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85
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Article: Finite element analysis of cable-stayed brides
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101
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Article: Calculation of response and loading of highway bridges from modal coordinates
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113
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Article: Automatic optimum plastic frame design
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131
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Article: Dynamic behaviour of cantilever bridges under moving loads
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149
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Article: Lateral buckling of tapered beams
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173
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Article: Theorie und Praxis der Berechnung von Stahlkonstruktionen
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193
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Article: Torsional displacements in multi-storey structures
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209
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