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\
鄂公网安备 42010302001612号 