陈骥，西安建筑科技大学土木工程学院，教授主要教学经历(授课名称、授课对象等)：1. 为建筑学和工建专业讲授钢结构稳定理论与设计2. 为原建工学校和本校工建专业硕士和博士研究生讲授钢结构稳定理论指导硕士和博士研究生的毕业论文曾经编写的教材或专著情况(著作名称、出版时间、出版单位等)：1.”钢结构构件计算”1978年6月，与蒋焕南合编，由中国建筑工业出版社，先后出版三版2. 1991年参与编写由Beedle， L. S.主编的”Stability of Metal Structures –A world Vie w “中第2章”Built-Up-Members”3.1991年6月参与由陈绍蕃教授主编的”钢结构”中的第四章和第六章，由中国建筑工业出版社，先后出版两版4. 1994年9月本人编著，由科学技术文献出版社出版的”钢结构稳定理论与应用”5. 2001年2月本人编著，由科学出版社出版”钢结构稳定理论与设计”先后出六版，即将出第七版6.与陈浩军教授合编”STABILITY OF STEEL STRUCTURES-THEORY AND DESIGN， 钢结构稳定理论与设计”这是陈浩军教授在日本作为访问学者时， 将中文稿翻译成了英文， 2010年3月由电力出版社出版7. 2014年9月本人编著，由科学出版社出版的”薄壁构件的弹性与弹塑性弯曲与扭转简明教程，Elastic and Elastic-Plastic Bending and Torsion of Thin-Walled Members”8. 2014年9月本人编著，由科学出版社出版的”TORSIONAL ANALYSIS OF STEEL STRUCTURAL THEORY AND DESIGN (钢结构构件的扭转分析-理论与设计)”
目录
Preface Foreword Notation Glossary Chapter 1Introduction 1.1Types of Instability 1.2Methods of Stability Analysis 1.3Stability of Perfect Mechanical Models 1.4Stability of Imperfect Mechanical Models 1.5Stability of Snap-Through Mechanical Model 1.6Mechanical Properties of Structural Steel 1.7Residual Stress Distributions in Steel Members 1.8Behavior and Steel Structure Design Problem References Chapter 2Flexural Buckling of Centrally Compressed Members 2.1Introduction 2.2Elastic Flexural Buckling of Centrally Compressed Members 2.3Centrally Compressed Members with End Restrain 2.4Effective Length Factors of Centrally Compressed Members 2.5Elastic Large Deflection Analysis of Centrally Compressed Members 2.6Effect of Initial Geometrical Imperfections on Centrally Compressed Members. 2.7Inelastic Flexural Buckling of Centrally Compressed Members 2.8Effect of Residual Stresses on Centrally Compressed Members 2.9Application of Stability Theory of Centrally Compressed Members on Steel Structure Design Problems References Chapter 3In-Plane Stability of Beam-Columns 3.1Introduction 3.2Deformations and Internal Forces of Simply Supported Elastic Beam-Columns under Transverse Loads 3.3Deformations and Internal Forces of Fixed Ended Elastic Beam-Columns under Transverse Loads 3.4Deformations and Internal Forces of Elastic Beam-Column under end Moments 3.5Equivalent Moment and Equivalent Moment Factor of Beam-Column 3.6Slope-Deflection Equations of Elastic Beam-Column without Sway 3.7Slope-Deflection Equations of Elastic Beam-Column with Sway 3.8Slope-Deflection Equations of Elastic Beam-Column under Transverse Loads 3.9In-Plane Ultimate Load of Beam-Column 3.10Application of In-Plane Stability Theory of Beam-Columns on Steel Structure Design 3.11Further Investigations of In-Plane Strength of Non-Sway Beam-Columns Problems References Chapter 4In-Plane Stability of Frames 4.1Types of Instability of Frames 4.2Elastic Buckling Loads of Frames by Equilibrium Method 4.3Elastic Buckling Loads of Frames by Slope-Deflection Method 4.4Elastic Buckling of Multi-Story Frames 4.5Elastic Buckling Loads of Multistory Frames by Approximate Method 4.6Stability of Frames under Primary Bending Moment 4.7Elastic-Plastic Stability of Frames 4.8Ultimate Loads of Sway Frames 4.9Application of Stability Theory of Frames on Steel Structure Design 4.10Overall Design Method of In-Plane Stability of Frame--Direct Analysis (Advanced Analysis) Method 4.11Moment Rotation Curves of Beam-to-Column Connections and Design of Semi-Rigid Frames 4.12Overall In-Plane Buckling of Single-Story Multi-Bay Pitched-Roof Frames Problems References Chapter 5Approximate Methods of Stability Analysis 5.1Introduction 5.2Principle of Energy Conservation 5.3Principle of Stationary Value of Potential Energy and Principle of Minimum Potential Energy 5.4Rayleigh-Ritz Method 5.5Galerkin Method 5.6Finite Difference Method 5.7Finite Integral Method 5.8Finite Element Method 5.9Using Finite Element Method to Determine Effective Length Factors of The Unbraced Tapered Portal Framed Column Problems References Chapter 6Torsional Buckling and Flexural- Torsional Buckling of Compression Members 6.1Introduction 6.2Shear Center of Thin-Walled Open Section Members 6.3Torsion of Thin-Walled Open Section Members 6.4Elastic Torsional Buckling of Centrally Compressed Members 6.5Elastic-Plastic Torsional Buckleng of Centrally Compressed Members 6.6Elastic Flexural-Torsional Buckling of Centrally Compressed Members 6.7Elastic-Plastic Flexural-Torsional Buckling of Centrally Compressed Members 6.8Application 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 7Flexural-Torsional Buckling of Beams 7.1Introduction 7.2Elastic Flexural-Torsional Buckling of Beams under Uniform Bending 7.3Beams under Unequal end Moments 7.4Beams under Transverse Loads 7.5Elastic Flexural-Torsional Buckling of Beams with Varying Cross-Section 7.6Elastic-Plastic Flexural-Torsional Buckling of Beams 7.7Application of Flexural-Torsional Buckling Theory of Beams on Steel Structure Design 7.8Ultimate Capacities and Design Formulas of Biaxial Bending Beams 7.9Single Angle Flexural Members Problems References Chapter 8Flexural-Torsional Buckling of Beam-Columns 8.1Introduction 8.2Flexural-Torsional Buckling of Beam-Column by Energy Method 8.3Elastic-Plastic Flexural-Torsional Buckling of Beam-Column 8.4Application of Flexural-Torsional Buckling Theories of Beam-Columns on Steel Design Problem References Chapter 9Beam-Columns under Biaxial Bending 9.1Elastic Differential Equilibrium Equations of Beam-Columns under Biaxial Bending 9.2Flexural-Torsional Buckling Interaction Curves of Uniform Biaxial Bending Beam-Columns 9.3Application of Biaxial Bending Theory of Beam-Columns for Steel Structural Design References Chapter 10I-Section Beams and Beam-Columns under Bending and Torsion 10.1Governing Differential Equations of Biaxial Bending Beam with Torsion 10.2Testing Investigations for Steel Combined Flexure and Torsion of I-Shape Beams 10.3Design Methodolgyo for Ultimate Limit States and Serviceability limit States 10.4Summary and Conclusions References Chapter 11Distortional Buckling of Steel 1-Section Beams and Beam-Columns 11.1Distortional Buckling of Steel Bi-Symmetric I-Section Beams 11.2Theoretical Analysis on Distortional Buckling of Bi-Symmetric I-Section Beams 11.3Theoretical Analysis on Distortional Buckling of Mono-symmetric I-Section Beams 11.4Distortional Buckling of Steel Bi-Symmetric I-Section Beam-Columns References Chapter 12Steel Beams with Corrugated Webs 12.1Introduction 12.2The Types of Corrugated Web Beams 12.3Recent Application of Corrugated Steel Web I-Girders in Buildings and Bridges 12.4A Review on Corrugated Steel Web I-Girder 12.5Passing Bridges and Buildings with Corrugated Steel Web I-Girder 12.6Flange Normal Stresses Due to In-Plane Bending 12.7Shear Strength Capacity of Corrugated Webs I-Girder 12.8Flexural-Torsional Buckling of Corrugated Webs I-Girder 12.9Calculate I-Section Properties 12.10Considering Point Load Height Effects, Determine Moment Modification Factor 12.11Transplant Theoretical and Pratical Design Method to GB 50017--2014 12.12Moment Gradient Correction Factor and Inelastic Flexural-Torsional Buckling of I-Girder with Corrugated Steel Webs 12.13Conclusion References Chapter 13Buckling of Thin Plates 13.1Introduction 13.2Equilibrium Equations of a Plate by Small Defection Theory 13.3Elastic Buckling Loads of Simply Supported Plates under Uniform Compression in One Direction 13.4Elastic Buckling Loads of Plates by Energy Method 13.5Elastic Buckling of Simply Supported Plates under Non-Uniform Bending 13.6Elastic Buckling of Simply Supported Plates under Uniform Shear 13.7Differential Equations of Plates by Large Deflection Theory 13.8Post-Buckling Strength of Simply Supported Plates under Uniform Compression 13.9Elastic-Plastic Buckling Analysis of Plates 13.10Application of Buckling Theory of Plates on Steel Structure Design 13.11Plate Elements in a Centrally Compressed Member 13.12Web in Beam and Stability Design of Plate Girder 13.13Plate Elements in Beam-Columns 13.14Provisions of Classification and Recommendation for Limit State Design of Steel Structures in Architectural Institute of Japan 13.15Effective Width of Plate Elements in Cold-Formed Steel Sections 13.16Design of Axially Loaded Slender Compression Members 13.17Utilization of Web Post-Buckling Strength in Slender I-Section Beam-Columns 13.18Buckling Tests on Cold-Formed Hollow Section of Beam-Columns Problems References Chapter 14Buckling of Cold-Formed Steel Members 14.1Buckling of Cold-Formed Steel Columns and Beams with Holes 14.2Global Flexural Buckling of Cold-Formed Steel Perforated Columns 14.3Flexural-Torsional Buckling of Cold-Formed Steel Perforated Beams 14.4Distortional Buckling Load of Cold-Formed Steel Perforated Columns and Beams 14.5Local Buckling Load of Cold-Formed Steel Perforated Columns and Beams 14.6Cold-Formed web Crippling 14.7Tests and Design of Cold-Formed Channels under web Crippling 14.8Behaviour of Stainless Steel Oval Hollow Section(OHS)Members 14.9Structural Response of Stainless Steel Oval Hollow Section Members under Compression 14.10Direct Strength Method (DSM) of Cold-Formed Member Design 14.11Direct Strength Method for Buckling Capacity of Cold-Formed Steel Members with Uniform andNon-Uniform Elevated Temperatures 14.12Direct Strength Method for Buckling Capacity of Cold-Formed Steel Beams with Uniform and Non-Uniform Elevated Temperature 14.13Conclusions 14.14Recent Investigations on Lateral-Torsional Buckling of Beams in Fire 14.15Lateral-Torsional Buckling Behaviour of Cellular Beams 14.16Lateral-Torsional Buckling Behaviour of Cellular Beams in Case of Fire 14.17Conclusions References Chapter 15Buckling of Cylindrical Sheels 15.1Introduction 15.2Equilibrium Equations of Cylinderical Shell by Small Deflection Theory 15.3Elastic Buckling of Cylindrical Sheel under Axial Compression 15.4Differential Equations on Large Deflection Theory of Cylindrical Shell 15.5Buckling of Imperfect Cylindrical Shell 15.6 Elastic Buckling of Cylindrical Shell under Uniform Hoop Compression 15.7Cylindrical Buckling under Combined Axial and Hoop Loadings 15.8Elastiuc Buckling of Cylindrical Shell under Torsion 15.9Further Investigations for Imperfect Cylindrical Shells under External Pressure 15.10Conculusions References Answers to Some Selected Problems APPENDIXA AUTHOR INDEX SUBJECT INDEX POSTSCRIPT
