Trahair, N.S., Bradford, M.A., Nethercot, D.A. 　著

内容

目次

Preface. Preface to the Second Edition Revised. Preface to the SecondEdition. Preface to the First Edition. Units and Conversion Factors. Glossaryof Terms. Notation. 1. Introduction. 1.1 Steel Structures. 1.2 Design. 1.3Material Behaviour. 1.4 Member and Structure Behaviour. 1.5 Loads. 1.6Analysis of Steel Structures. 1.7 Design of Steel Structures. 1.8References. 2. Tension Members. 2.1 Introduction. 2.2 Concentrically LoadedTension Members. 2.3 Eccentrically Connected Tension Members. 2.3Eccentrically Connected Tension Members. 2.4 Bending of Tension Members. 2.5Stress Concentrations. 2.6 Design of Tension Members. 2.7 Worked Examples.2.8 Unworked Examples. 2.9 References. 3. Compression Members. 3.1Introduction. 3.2 Elastic Compression Members. 3.3 Inelastic CompressionMembers. 3.4 Real Compression Members. 3.5 Effective Lengths of CompressionMembers. 3.6 Design by Buckling Analysis. 3.7 Design of Compression Members.3.8 Appendix - Elastic Compression Members. 3.9 Appendix - InelasticCompression Members. 3.10 Appendix - Effective Lengths of CompressionMembers. 3.11 Appendix - Design by Buckling Analysis. 3.12 Worked Examples.3.13 Unworked Examples. 3.14 References. 4. Local Buckling of Thin PlateElements. 4.1 Introduction. 4.2 Plate Elements in Compression. 4.3 PlateElements in Shear. 4.4 Plate Elements in Bending. 4.5 Plate Elements inShear and Bending. 4.6 Plate Elements in Bearing. 4.7 Design against LocalBuckling. 4.8 Appendix - Elastic Buckling of Plate Elements in Compression.4.9 Worked Examples. 4.10 Unworked Examples. 4.11 References. 5. In-planeBending of Beams. 5.1 Introduction. 5.2 Elastic Analysis of Beams. 5.3Bending Stresses in Elastic Beams. 5.6 Strength Design of Beams. 5.7Serviceability Design of Beams. 5.8 Appendix - Bending Stresses in ElasticBeams. 5.9 Appendix - Thin Walled Section Properties. 5.10 Appendix - ShearStresses in Elastic Beams. 5.12 Worked Examples. 5.13 Unworked Examples. 5.14References. 6. Lateral Buckling of Beams. 6.1 Introduction. 6.2 ElasticBeams. 6.3 Inelastic Beams. 6.4 Real Beams. 6.5 Effective Lengths of Beams.6.6 Design by Buckling Analysis. 6.7 Monosymmetric Beams. 6.8 Non-UniformBeams. 6.9 Design Against Lateral Buckling. 6.10 Appendix - Elastic Beams.6.11 Appendix - Effective Lengths of Beams. 6.12 Appendix - MonosymmetricBeams. 6.13 Worked Examples. 6.14 Unworked Examples. 6.15 References. 7.Beam-Columns. 7.1 Introduction. 7.2 In-Plane Behaviour of Isolated BeamColumns. 7.3 Flexural-Torsional Buckling of Isolated Beam-Columns. 7.4Biaxial Bending of Isolated Beam Columns. 7.5 Appendix - In-Plane Behaviourof Elastic Beam Columns. 7.6 Appendix - Flexural-Torsional Buckling ofElastic Beam Columns. 7.7 Worked Examples. 7.8 Unworked Examples. 7.9References. 8. Frames. 8.1 Introduction. 8.2 Triangulated Frames. 8.3Two-Dimensional Flexural Frames. 8.4 Three-Dimensional Flexural Frames. 8.5Worked Examples. 8.6 Unworked Examples. 8.7 References. 9. Connections. 9.1