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IABSE publications = Mémoires AIPC = IVBH Abhandlungen

IABSE publications = Mémoires AIPC = IVBH Abhandlungen Volume 30 (1970)
Intitulé Page
Partie Partie 30-I (1970): IABSE Publications = Mémoires AIPC = IVBH Abhandlungen
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I
Pages liminaires
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I
Préface
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III
Table des matières
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VII
Article Continuous girders with distributed live load
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1
Article Failure of arches under variable repeated loading
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15
Article Yield line analysis of punching failures in slabs
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41
Article Analysis of plates subjected to in-plane forces using large finite elements
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61
Article Grid analysis of orthotropic bridges
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73
Article Deformation capacity of steel plate elements
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93
Article Ultimate load behaviour of longitudinally reinforced webplates subjected to pure bending
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113
Article The edge reinforced cantilever plate strip
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149
Article Der Haftverbund zwischen Stahl und Beton
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163
Article Mild steel beams under cyclic alternating deflections
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173
Article Experiment on non-prestressed continuous composite beams
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203
Article Tangent stiffness matrices for finite elements
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217
Article Static parameters of beams on plastic foundation
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247
Partie Partie 30-II (1970): IABSE Publications = Mémoires AIPC = IVBH Abhandlungen
PDF
I
Pages liminaires
PDF
I
Préface
PDF
III
Table des matières
PDF
VII
Article Brief review of modern earthquake engineering
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1
Article Influence of shear and bond on rotational capacity of reinforced concrete beams
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11
Article Analysis of plates in bending using large finite elements
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29
Article Importance of cell symmetry un flexural finite element method
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41
Article Dynamic response of highway bridges to moving loads
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57
Article On the problem of edge disturbances in lattice domes
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77
Article Substructures analysis of plate systems
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95
Article Calculation of stress in knee joints of rigid steel frames of thin walled section and its application
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105
Article Eine strenge Lösung des Biegebruchsicherheitsnachweises für den rechteckigen Spanbetonbalken ohne Verbund
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153
Article Transverse shear deformation in multicell box beam bridges
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169
Article Finite element analysis of skew, curved box-girder bridge
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191