钢结构构件的扭转分析 理论与设计 英文

1 (p1): CHAPTER 1 HISTORY OF TORSION OF STEEL STRUCTURAL MEMBERS
3 (p1-1): References
5 (p2): CHAPTER 2 INTRODUCTION
6 (p2-1): Reference
7 (p3): CHAPTER 3 LINEAR ELASTIC TORSIONAL BEHAVIOR
17 (p3-1): References
19 (p4): CHAPTER 4 ELASTIC TORSIONAL AND FLEXURAL-TORSIONAL BUCKLING OF AXIAL COMPRESSION MEMBERS
19 (p4-1): 4.1 Elastic Torsional Buckling of Centrally Compressed Members
21 (p4-2): 4.2 Effect of Residual Stress Distribution on Elastic Torsional Buckling Load
22 (p4-3): 4.3 Effect of End Boundary Conditions on Torsional Buckling Load
25 (p4-4): 4.4 Elastic Flexural-torsional Buckling of Axial Compression Members
32 (p4-5): Problem
32 (p4-6): Reference
33 (p5): CHAPTER 5 ELASTIC DISTORTIONAL BUCKLING OF AXIAL COMPRESSION MEMBERS
33 (p5-1): 5.1 Elastic Section Distortional Buckling Stress
34 (p5-2): 5.2 Equilibrium Method to Determine Elastic Distortional Buckling Load
36 (p5-3): 5.3 To determine Elastic Distortional Buckling Stresses and Loads According to Schafer， B.W.and Pekoz， T. Handle Method
37 (p5-4): 5.4 To determine Elastic Distortional Buckling Stresses and Loads According to AS/NZS 4600-2005 2ndEd
46 (p5-5): Problem
46 (p5-6): References
47 (p6): CHAPTER 6 DISTORTIONAL BUCKLING OF STEEL BI-SYMMETRIC I-SECTION BEAMS UNDER IN-PLANE UNIFORM BENDING
49 (p6-1): 6.1 Theoretical Analysis on Distortional Buckling of Bisymmetric I-section Beams
53 (p6-2): 6.2 Theoretical Analysis on Distortional Buckling of Monosymmetric I-section Beams
60 (p6-3): References
62 (p7): CHAPTER 7 DISTORTIONAL BUCKLING OF STEEL BI-SYMMETRIC I-SECTION BEAM-COLUMNS
62 (p7-1): Distortional Buckling of Steel Bi-symmetric I-section Beam-columns
64 (p7-2): Reference
65 (p8): CHAPTER 8 I-SECTION BEAMS AND BEAM-COLUMNS UNDER BENDING AND TORSION
65 (p8-1): 8.1 Governing Differential Equations of Biaxial Bending Beam with Torsion
67 (p8-2): 8.2 Two Methods to Check Stability for Biaxial Bending Beam with Torsion
81 (p8-3): Problem
82 (p8-4): References
84 (p9): CHAPTER 9 ELASTIC…