钢结构构件的扭转分析：理论与设计（英文版）土木工程科学研究暨研究生教学丛书

钢结构构件的扭转分析：理论与设计（英文版） 
出版时间：2014年版 
丛编项：土木工程科学研究暨研究生教学丛书 
内容简介 
　　《钢结构构件的扭转分析：理论与设计（英文版）土木工程科学研究暨研究生教学丛书》介绍了薄壁开口截面扭转屈曲或弯扭屈曲、畸变屈曲、扭转塑性破坏，即均匀扭转塑性破坏和翘曲扭转塑性破坏的理论分析、试验研究和设计问题，包括均匀受扭、约束受扭、沙堆比拟方法和翘曲扭转诸多试验研究和设计问题。 
目录 
PREFACE 
FOREWORD 
SOME SYMBOLS USED IN TEXTBOOK 
CHAPTER 1 HISTORY OF TORSION OF STEEL STRUCTURAL 
MEMBERS 
References 
 
CHAPTER 2 INTRODUCTION 
Reference 
 
CHAPTER 3 LINEAR ELASTIC TORSIONAL BEHAVIOR 
References 
 
CHAPTER 4 ELASTIC TORSIONAL AND FLEXURAL-TORSIONAL BUCKLING 
OF AXIAL COMPRESSION MEMBERS 
4. 1 Elastic Torsional Buckling of Centrally Compressed Members 
4. 2 Effect of Residual Stress Distribution on Elastic Torsional 
Buckling Load 
4. 3 Effect of End Boundary Conditions on Torsional 
Buckling Load 
4. 4 Elastic Flexural-torsional Buckling of Axial Compression 
Members 
Problem 
Reference 
 
CHAPTER 5 ELASTIC DISTDRTIONAL BUCKLING OF AXIAL COMP~ION 
MEMBERS 
5.1 Elastic Section Distortional Buckling Stress 
5.2 Equilibrium Method to Determine Elastic Distortional 
Buckling Load 
5. 3 To determine Elastic Distortional Buckling Stresses 
and Loads According to Schafer， B. W. and Pekoz， T. 
Handle Method 
5.4 To determine Elastic Distortiona[ Buckling Stresses 
and Loads According to AS/NZS 
Problem 
References 
 
CHAPTER 6 DISTORTIONAL BUCKLING OF STEEL BI-SYMMETRIC 
I-SECTION BEAMS UNDER IN-PLANE 
UNIFORM BENDING 
6.1 Theoretical Analysis on Distortional Buckling of Bisymmetric 
I-section Beams 
6.2 Theoretical Analysis on Distortional Buckling of Monosymmetric 
I-section Beams 
References 
 
CHAPTER 7 DISTORTIONAL BUCKLING OF STEEL BI-SYMMETRIC 
I-SECTION BEAM-COLUMNS 
Distortional Buckling of Steel Bi-symmetric I-section Beam-columns 
Reference 
 
CHAPTER 8 I-SECTION BEAMS AND BEAM-COLUMNS UNDER BENDING 
AND TORSION 
8. J Governing Differential Equations of Biaxial Bending Beam with 
Torsion 
8. 2 Two Methods to Check Stability for Biaxial Bending Beam with 
Torsion 
Problem 
References 
 
CHAPTER 9 ELASTIC TORSIONAl. BEHAVIOR 
References 
 
CHAPTER 10 FIRST YIELD CONDITION OF STEEL S3\”RUCTURAL MEMBER 
UNDER TORSION 
Reference 
 
CHAPTER 11 INELASTIC TORSIONAL BEHAVIOR 
Plastic-collapse Analysis of Torsion 
References 
ANSWERS TO SOME SELECTED PROBLEMS