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電子ブック
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1. Fatigue Design of Steel and Composite Structures: Eurocode 3: Design of Steel Structures, Part 1-9 - Fatigue, Eurocode 4: Design of Composite Steel and Concrete Structures
Alain Nussbaumer, Luis Borges, Laurence Davaine, European Convention for Constructional Steelwork.
出版情報: Wiley Online Library - AutoHoldings Books , Hoboken : John Wiley & Sons, Inc., 2011
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電子ブック
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2. Design of Plated Structures: Eurocode 3 : Design of Steel Structures, Part 1-5 - Design of Plated Structures
Darko Beg, Ulrike Kuhlmann, Laurence Davaine, Benjamin Braun
出版情報: Wiley Online Library - AutoHoldings Books , Hoboken : John Wiley & Sons, Inc., 2011
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目次情報: 続きを見る
Foreword
Preface
Symbols
Introduction / Chapter 1：
Plate buckling in steel structures / 1.1：
Purpose of this book / 1.2：
Structure of this book / 1.3：
Overview Of Design Rules / Chapter 2：
Basis of design and modelling / 2.1：
General / 2.2.1：
Effective width models for global analysis / 2.2.2：
Uniform and non uniform members / 2.2.3：
Reduced stress method / 2.2.4：
Shear lag in member design / 2.3：
Phenomenon / 2.3.1：
Shear lag in global analysis (calculation of internal forces and moments) / 2.3.2：
Elastic shear lag in section analysis (calculation of stresses at SLS and fatigue ULS) / 2.3.3：
Elastoplastic shear lag in section analysis (calculation of stresses at ULS) / 2.3.4：
Interaction between shear lag and plate buckling at ULS / 2.3.5：
Design examples / 2.3.6：
Plate buckling effects due to direct stresses (including annexes A and E where applicable) / 2.4：
Effective width method / 2.4.1：
General requirements / 2.4.2.1：
Principles of effective width calculation / 2.4.2.2：
Hybrid girders / 2.4.2.3：
Plate-like and column-like buckling / 2.4.2.4：
Plate-like buckling / 2.4.3：
Unstiffened plates / 2.4.3.1：
Longitudinally stiffened plates / 2.4.3.2：
Column-like buckling / 2.4.4：
Interpolation between plate-like and column-like buckling / 2.4.4.1：
Verification of the cross section resistance in ultimate limit states / 2.4.6：
Verification of plated structural elements in the serviceability limit states / 2.4.7：
Resistance to shear (including annex A where applicable) / 2.4.8：
Collapse behaviour / 2.5.1：
Design according to section 5, EN 1993-1-5 / 2.5.2：
Design example / 2.5.3：
Resistance to transverse loading / 2.6：
Design according to section 6, EN 1993-1-5 / 2.6.1：
Interaction / 2.6.3：
Interaction between bending moment and shear force in a web panel / 2.7.1：
Interaction between axial force, bending moment and shear force in a web panel / 2.7.2：
Interaction between axial force, bending moment and shear force in a flange panel / 2.7.3：
Interaction between axial force, bending moment and transverse force / 2.7.4：
Interaction between shear force and transverse force in a web panel / 2.7.5：
Flange induced buckling / 2.7.6：
Stiffeners and detailing / 2.9：
Transverse stiffeners / 2.9.1：
Direct stresses / 2.9.2.1：
Shear / 2.9.2.2：
Simultaneous action of direct stresses and shear / 2.9.2.3：
Introduction of reaction forces and other large transverse forces / 2.9.2.4：
Longitudinal stiffeners / 2.9.3：
Torsional buckling of stiffeners / 2.9.3.1：
Structural detailing related to plate buckling / 2.9.5：
Transverse welds in the plate / 2.9.5.1：
Cut-outs in stiffeners / 2.9.5.2：
Welds / 2.9.5.3：
Reduced stress method (including Annexes A and B where applicable) / 2.9.6：
Choice of reduction factors / 2.10.1：
FEM / 2.11：
Modelling / 2.11.1：
Definition of initial imperfections in the FE model / 2.11.3：
Definition of material behaviour in the FE model / 2.11.4：
Crane Runway Beam Example / 2.11.5：
Description of the crane / 3.1：
Description of the crane runway beam / 3.2：
Geometry / 3.2.1：
Material properties and material partial factors / 3.2.2.：
Cross section classification / 3.2.3：
Actions and load partial factors / 3.3：
Crane actions / 3.3.1：
Internal forces and stresses / 3.4：
Transverse forces and stresses / 3.4.1：
Maximum bending moments and stresses / 3.4.3：
Maximum shear forces and stresses / 3.4.4：
Verifications in general / 3.5：
Bucklling verifications according to sections 4 to 7, EN 1993-1-5 / 3.6：
Resistance to shear forces / 3.6.1：
Resistance to transverse forces / 3.6.2：
Interaction checks / 3.6.3：
Buckling verifications according to section 10, EN 1993-1-5 / 3.7：
Flange induced buckling verification / 3.8：
Stiffener verifications / 3.9：
Bearing stiffeners / 3.9.1：
Box-Girder Bridge Example / Chapter 4：
Description of the bridge / 4.1：
Longitudinal elevation / 4.1.1：
Cross section of the composite deck / 4.1.2：
Material properties and partial factors / 4.1.3：
Structural steel / 4.1.3.1：
Reinforced concrete / 4.1.3.2：
Partial factors / 4.1.3.3：
Structural steel distribution / 4.1.4：
Internal forces and moments, Stresses / 4.2：
Transient design situation (launching phase) / 4.2.1：
Permanent design situation / 4.2.3：
Web buckling verification for the launching phase / 4.3：
Patch loading verification / 4.3.1：
Resistance load for a single wheel (ss = 0) / 4.3.1.1：
Resistance load for a patch length ss = 1500 mm / 4.3.1.2：
Interaction between patch loading and bending moment / 4.3.1.3：
Effective cross section of the stiffened bottom flange at internal support PI (uniform compression) / 4.4：
First step: shear lag effect according to EN1993-lr5, 3.2 and 3.3 / 4.4.1：
Second step: Critical plate buckling stress according to EN1993-l-5, Annex A / 4.4.2：
Third step: Effective cross section / 4.4.3：
Step A: Local buckling of sub-panels / 4.4.3.1：
Step B: Global buckling of the whole stiffened bottom flange / 4.4.3.2：
Effective cross section of the stiffened web at internal support PI (bending) / 4.5：
Local buckling of sub-panels / 4.5.1：
Global buckling of the whole stiffened web in bending / 4.5.2：
Column like behaviour / 4.5.2.1：
Plate like behaviour / 4.5.2.2：
Interpolation between plate like and column like behaviour / 4.5.2.3：
Torsional buckling of the longitudinal web stiffener / 4.5.3：
Checking of the box-girder section under bending at support PI / 4.6：
Shear resistance of the stiffened web panel closest to the internal support PI / 4.7：
Interaction between bending and shear at support PI / 4.8：
Intermediate transverse stiffener design / 4.9：
Transverse web stiffeners / 4.9.1：
Axial forces from the tension field action / 4.9.1.1：
Transverse deviation forces from adjacen compressed panels / 4.9.1.2：
Verification of the transverse stiffener / 4.9.1.3：
Lower flange transverse stiffeners / 4.9.2：
Cross section class check / 4.9.2.1：
Strength and stiffness check of the stiffener / 4.9.2.2：
Shear resistance of the stiffener web / 4.9.2.3：
Buckling verifications at internal support PI according to section 10, EN 1993-1-5 / 4.10：
Stiffened bottom flange / 4.10.1：
Determination of ρloc to account for local buckling / 4.10.2.1：
Determination of ρc to account for global buckling / 4.10.2.3：
References / 4.10.3：
Foreword
Preface
Symbols
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