陳驥編著的這本《鋼結構穩定--理論與應用（英
文版）》共十五章，主要內容包括以下幾個方面：
(1)失穩分類：分岔失穩的類型，極值點失穩和
躍越失穩。
(2)軸心受壓柱、梁柱、剛接和半剛接剛架的平
面彎曲屈曲性能和實用設計方法。
(3)柱、梁和梁柱的平面外彎扭屈曲性能和實用
設計方法。
(4)薄板的凸曲和屈曲後性能，冷彎薄壁板件的
局部屈曲、畸變屈曲、整體屈曲和它們之間的相關屈
曲，有效寬度和直接強度兩種設計方法。
(5)彈性和彈塑性鋼結構的能量法和數值法及其
試驗驗證。
(6)圓柱殼屈曲性能和設計方法。
(7)均勻與非均勻溫度構件的屈曲承載力。
全書內容注重鋼結構材料和整體結構的幾何非線
性特點，使之符合實際的結構設計。同時，書中還附
有依照國內外鋼結構設計規範設計的許多鋼結構構件
、剛架和殼體的有關理論分析、試驗研究和設計方法
的實例。
本書可作為普通高等院校工程結構、工程力學專
業研究生的教材，也可作為結構工程師和研究人員的
參考用書。

Preface
Foreword
Notation
Glossary
Chapter 1 Introduction
1.1 Types of Instability
1.2 Methods of Stability Analysis
1.3 Stability of Perfect Mechanical Models
1.4 Stability of Imperfect Mechanical Models
1.5 Stability of Snap-Through Mechanical Model
1.6 Mechanical Properties of Structural Steel
1.7 Residual Stress Distributions in Steel Members
1.8 Behavior and Steel Structure Design
Problem
References
Chapter 2 Flexural Buckling of Centrally Compressed Members
2.1 Introduction
2.2 Elastic Flexural Buckling of Centrally Compressed Members
2.3 Centrally Compressed Members with End Restrain
2.4 Effective Length Factors of Centrally Compressed Members
2.5 Elastic Large Deflection Analysis of Centrally Compressed Members
2.6 Effect of Initial Geometrical Imperfections on Centrally Compressed Members.
2.7 Inelastic Flexural Buckling of Centrally Compressed Members
2.8 Effect of Residual Stresses on Centrally Compressed Members
2.9 Application of Stability Theory of Centrally Compressed Members on Steel Structure Design
Problems
References
Chapter 3 In-Plane Stability of Beam-Columns
3.1 Introduction
3.2 Deformations and Internal Forces of Simply Supported Elastic Beam-Columns under Transverse Loads
3.3 Deformations and Internal Forces of Fixed Ended Elastic Beam-Columns under Transverse Loads
3.4 Deformations and Internal Forces of Elastic Beam-Column under end Moments
3.5 Equivalent Moment and Equivalent Moment Factor of Beam-Column
3.6 Slope-Deflection Equations of Elastic Beam-Column without Sway
3.7 Slope-Deflection Equations of Elastic Beam-Column with Sway
3.8 Slope-Deflection Equations of Elastic Beam-Column under Transverse Loads
3.9 In-Plane Ultimate Load of Beam-Column
3.10 Application of In-Plane Stability Theory of Beam-Columns on Steel Structure Design
3.11 Further Investigations of In-Plane Strength of Non-Sway Beam-Columns
Problems
References
Chapter 4 In-Plane Stability of Frames
4.1 Types of Instability of Frames
4.2 Elastic Buckling Loads of Frames by Equilibrium Method
4.3 Elastic Buckling Loads of Frames by Slope-Deflection Method
4.4 Elastic Buckling of Multi-Story Frames
4.5 Elastic Buckling Loads of Multistory Frames by Approximate Method
4.6 Stability of Frames under Primary Bending Moment
4.7 Elastic-Plastic Stability of Frames
4.8 Ultimate Loads of Sway Frames
4.9 Application of Stability Theory of Frames on Steel Structure Design
4.10 Overall Design Method of In-Plane Stability of Frame--Direct Analysis (Advanced Analysis) Method
4.11 Moment Rotation Curves of Beam-to-Column Connections and Design of Semi-Rigid Frames
4.12 Overall In-Plane Buckling of Single-Story Multi-Bay Pitched-Roof Frames
Problems
References
Chapter 5 Approximate Methods of Stability Analysis
5.1 Introduction
5.2 Principle of Energy Conservation
5.3 Principle of Stationary Value of Potential Energy and Principle of Minimum Potential Energy
5.4 Rayleigh-Ritz Method
5.5 Galerkin Method
5.6 Finite Difference Method
5.7 Finite Integral Method
5.8 Finite Element Method
5.9 Using Finite Element Method to Determine Effective Length Factors of The Unbraced Tapered Portal Framed Column
Problems
References
Chapter 6 Torsional Buckling and Flexural- Torsional Buckling of Compression Members
6.1 Introduction
6.2 Shear Center of Thin-Walled Open Section Members
6.3 Torsion of Thin-Walled Open Section Members
6.4 Elastic Torsional Buckling of Centrally Compressed Members
6.5 Elastic-Plastic Torsional Buckleng of Centrally Compressed Members
6.6 Elastic Flexural-Torsional Buckling of Centrally Compressed Members
6.7 Elastic-Plastic Flexural-Torsional Buckling of Centrally Compressed Members
6.8 Application of Torsional and Flexural-Torsional Buckling Theories of Centrally Compressed Members on Steel Structure Design
Problem
References
Appendix-Derivations of Ixf, Iyf, Ixyf, Ix, Iy, and Iω for Sloping Lipped Channel
Chapter 7 Flexural-Torsional Buckling of Beams
7.1 Introduction
7.2 Elastic Flexural-Torsional Buckling of Beams under Uniform Bending
7.3 Beams under Unequal end Moments
7.4 Beams under Transverse Loads
7.5 Elastic Flexural-Torsional Buckling of Beams with Varying Cross-Section
7.6 Elastic-Plastic Flexural-Torsional Buckling of Beams
7.7 Application of Flexural-Torsional Buckling Theory of Beams on Steel Structure Design
7.8 Ultimate Capacities and Design Formulas of Biaxial Bending Beams
7.9 Single Angle Flexural Members
Problems
References
Chapter 8 Flexural-Torsional Buckling of Beam-Columns
8.1 Introduction
8.2 Flexural-Torsional Buckling of Beam-Column by Energy Method
8.3 Elastic-Plastic Flexural-Torsional Buckling of Beam-Column
8.4 Application of Flexural-Torsional Buckling Theories of Beam-Columns on Steel Design
Problem
References
Chapter 9 Beam-Columns under Biaxial Bending
9.1 Elastic Differential Equilibrium Equations of Beam-Columns under Biaxial Bending
9.2 Flexural-Torsional Buckling Interaction Curves of Uniform Biaxial Bending Beam-Columns
9.3 Application of Biaxial Bending Theory of Beam-Columns for Steel Structural Design
References
Chapter 10 I-Section Beams and Beam-Columns under Bending and Torsion
10.1 Governing Differential Equations of Biaxial Bending Beam with Torsion
10.2 Testing Investigations for Steel Combined Flexure and Torsion of I-Shape Beams
10.3 Design Methodolgyo for Ultimate Limit States and Serviceability limit States
10.4 Summary and Conclusions
References
Chapter 11 Distortional Buckling of Steel 1-Section Beams and Beam-Columns
11.1 Distortional Buckling of Steel Bi-Symmetric I-Section Beams
11.2 Theoretical Analysis on Distortional Buckling of Bi-Symmetric I-Section Beams
11.3 Theoretical Analysis on Distortional Buckling of Mono-symmetric I-Section Beams
11.4 Distortional Buckling of Steel Bi-Symmetric I-Section Beam-Columns
References
Chapter 12 Steel Beams with Corrugated Webs
12.1 Introduction
12.2 The Types of Corrugated Web Beams
12.3 Recent Application of Corrugated Steel Web I-Girders in Buildings and Bridges
12.4 A Review on Corrugated Steel Web I-Girder
12.5 Passing Bridges and Buildings with Corrugated Steel Web I-Girder
12.6 Flange Normal Stresses Due to In-Plane Bending
12.7 Shear Strength Capacity of Corrugated Webs I-Girder
12.8 Flexural-Torsional Buckling of Corrugated Webs I-Girder
12.9 Calculate I-Section Properties
12.10 Considering Point Load Height Effects, Determine Moment Modification Factor
12.11 Transplant Theoretical and Pratical Design Method to GB 50017--2014
12.12 Moment Gradient Correction Factor and Inelastic Flexural-Torsional Buckling of I-Girder with Corrugated Steel Webs
12.13 Conclusion
References
Chapter 13 Buckling of Thin Plates
13.1 Introduction
13.2 Equilibrium Equations of a Plate by Small Defection Theory
13.3 Elastic Buckling Loads of Simply Supported Plates under Uniform Compression in One Direction
13.4 Elastic Buckling Loads of Plates by Energy Method
13.5 Elastic Buckling of Simply Supported Plates under Non-Uniform Bending
13.6 Elastic Buckling of Simply Supported Plates under Uniform Shear
13.7 Differential Equations of Plates by Large Deflection Theory
13.8 Post-Buckling Strength of Simply Supported Plates under Uniform Compression
13.9 Elastic-Plastic Buckling Analysis of Plates
13.10 Application of Buckling Theory of Plates on Steel Structure Design
13.11 Plate Elements in a Centrally Compressed Member
13.12 Web in Beam and Stability Design of Plate Girder
13.13 Plate Elements in Beam-Columns
13.14 Provisions of Classification and Recommendation for Limit State Design of Steel Structures in Architectural Institute of Japan
13.15 Effective Width of Plate Elements in Cold-Formed Steel Sections
13.16 Design of Axially Loaded Slender Compression Members
13.17 Utilization of Web Post-Buckling Strength in Slender I-Section Beam-Columns
13.18 Buckling Tests on Cold-Formed Hollow Section of Beam-Columns
Problems
References
Chapter 14 Buckling of Cold-Formed Steel Members
14.1 Buckling of Cold-Formed Steel Columns and Beams with Holes
14.2 Global Flexural Buckling of Cold-Formed Steel Perforated Columns
14.3 Flexural-Torsional Buckling of Cold-Formed Steel Perforated Beams
14.4 Distortional Buckling Load of Cold-Formed Steel Perforated Columns and Beams
14.5 Local Buckling Load of Cold-Formed Steel Perforated Columns and Beams
14.6 Cold-Formed web Crippling
14.7 Tests and Design of Cold-Formed Channels under web Crippling
14.8 Behaviour of Stainless Steel Oval Hollow Section(OHS)Members
14.9 Structural Response of Stainless Steel Oval Hollow Section Members under Compression
14.10 Direct Strength Method (DSM) of Cold-Formed Member Design
14.11 Direct Strength Method for Buckling Capacity of Cold-Formed Steel Members with Uniform and Non-Uniform Elevated Temperatures
14.12 Direct Strength Method for Buckling Capacity of Cold-Formed Steel Beams with Uniform and Non-Uniform Elevated Temperature
14.13 Conclusions
14.14 Recent Investigations on Lateral-Torsional Buckling of Beams in Fire
14.15 Lateral-Torsional Buckling Behaviour of Cellular Beams
14.16 Lateral-Torsional Buckling Behaviour of Cellular Beams in Case of Fire
14.17 Conclusions
References
Chapter 15 Buckling of Cylindrical Sheels
15.1 Introduction
15.2 Equilibrium Equations of Cylinderical Shell by Small Deflection Theory
15.3 Elastic Buckling of Cylindrical Sheel under Axial Compression
15.4 Differential Equations on Large Deflection Theory of Cylindrical Shell
15.5 Buckling of Imperfect Cylindrical Shell
15.6 Elastic Buckling of Cylindrical Shell under Uniform Hoop Compression
15.7 Cylindrical Buckling under Combined Axial and Hoop Loadings
15.8 Elastiuc Buckling of Cylindrical Shell under Torsion
15.9 Further Investigations for Imperfect Cylindrical Shells under External Pressure
15.10 Conculusions
References
Answers to Some Selected Problems
APPENDIX A
AUTHOR INDEX
SUBJECT INDEX
POSTSCRIPT