钢结构构件的扭转分析:理论与设计(英文版)

钢结构构件的扭转分析:理论与设计(英文版)
作 者: 陈骥
出版社: 科学出版社
丛编项: 土木工程科学研究暨研究生教学丛书
版权说明: 本书为公共版权或经版权方授权,请支持正版图书
标 签: 暂缺
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作者简介

暂缺《钢结构构件的扭转分析:理论与设计(英文版)》作者简介

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。

图书目录

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\