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-Members3.1991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 Members8. 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
目錄：
PrefaceForewordNotationGlossaryChapter 1Introduction 11.1Types of Instability 11.2Methods of Stability Analysis 61.3Stability of Perfect Mechanical Models 81.4Stability of Imperfect Mechanical Models 181.5Stability of Snap-Through Mechanical Model 221.6Mechanical Properties of Structural Steel 261.7Residual Stress Distributions in Steel Members 321.8Behavior and Steel Structure Design 36Problem 49References 51Chapter 2Flexural Buckling of Centrally Compressed Members 552.1Introduction 552.2Elastic Flexural Buckling of Centrally Compressed Members 562.3Centrally Compressed Members with End Restrain 572.4Effective Length Factors of Centrally Compressed Members 642.5Elastic Large Deflection Analysis of Centrally Compressed Members 802.6Effect of Initial Geometrical Imperfections on Centrally Compressed Members 842.7Inelastic Flexural Buckling of Centrally Compressed Members 902.8Effect of Residual Stresses on Centrally Compressed Members 992.9Application of Stability Theory of Centrally CompressedMembers on Steel Structure Design 105Problems 131References 133Chapter 3In-Plane Stability of Beam-Columns 1363.1Introduction 1363.2Deformations and Internal Forces of Simply Supported ElasticBeam-Columns under Transverse Loads 1383.3Deformations and Internal Forces of Fixed Ended Elastic Beam-Columnsunder Transverse Loads 1463.4Deformations and Internal Forces of Elastic Beam-Column underend Moments 1513.5Equivalent Moment and Equivalent Moment Factor of Beam-Column 1553.6Slope-Deflection Equations of Elastic Beam-Column without Sway 1593.7Slope-Deflection Equations of Elastic Beam-Column with Sway 1633.8Slope-Deflection Equations of Elastic Beam-Column under Transverse Loads 1643.9In-Plane Ultimate Load of Beam-Column 1673.10Application of In-Plane Stability Theory of Beam-Columns on Steel Structure Design 1813.11Further Investigations of In-Plane Strength of Non-Sway Beam-Columns 202Problems 209References 210Chapter 4In-Plane Stability of Frames 2134.1Types of Instability of Frames 2134.2Elastic Buckling Loads of Frames by Equilibrium Method 2164.3Elastic Buckling Loads of Frames by Slope-Deflection Method 2204.4Elastic Buckling of Multi-Story Frames 2284.5Elastic Buckling Loads of Multistory Frames by Approximate Method 2304.6Stability of Frames under Primary Bending Moment 2434.7Elastic-Plastic Stability of Frames 2494.8Ultimate Loads of Sway Frames 2514.9Application of Stability Theory of Frames on Steel Structure Design 2684.10Overall Design Method of In-Plane Stability of FrameDirectAnalysis Advanced Analysis Method 3004.11Moment Rotation Curves of Beam-to-Column Connectionsand Design of Semi-Rigid Frames 3184.12Overall In-Plane Buckling of Single-Story Multi-Bay Pitched-Roof Frames 359Problems 365References 367Chapter 5Approximate Methods of Stability Analysis 3725.1Introduction 3725.2Principle of Energy Conservation 3735.3Principle of Stationary Value of Potential Energy and Principleof Minimum Potential Energy 3775.4Rayleigh-Ritz Method 3835.5Galerkin Method 3875.6Finite Difference Method 3895.7Finite Integral Method 3955.8Finite Element Method 4025.9Using Finite Element Method to Determine Effective LengthFactors of The Unbraced Tapered Portal Framed Column 414Problems 420References 421Chapter 6Torsional Buckling and Flexural- Torsional Bucklingof Compression Members 4226.1Introduction 4226.2Shear Center of Thin-Walled Open Section Members 4246.3Torsion of Thin-Walled Open Section Members 4276.4Elastic Torsional Buckling of Centrally Compressed Members 4416.5Elastic-Plastic Torsional Buckleng of Centrally Compressed Members 4516.6Elastic Flexural-Torsional Buckling of Centrally Compressed Members 4566.7Elastic-Plastic Flexural-Torsional Buckling of Centrally CompressedMembers 4656.8Application of Torsional and Flexural-Torsional Buckling Theories ofCentrally Compressed Members on Steel Structure Design 473Problem 482References 483AppendixDerivations of Ixf, Iyf, Ixyf, Ix, Iy, and I? for Sloping Lipped Channel 484Chapter 7Flexural-Torsional Buckling of Beams 4897.1Introduction 4897.2Elastic Flexural-Torsional Buckling of Beams under Uniform Bending 4917.3Beams under Unequal end Moments 4997.4Beams under Transverse Loads 5017.5Elastic Flexural-Torsional Buckling of Beams with Varying Cross-Section 5127.6Elastic-Plastic Flexural-Torsional Buckling of Beams 5187.7Application of Flexural-Torsional Buckling Theory of Beams on SteelStructure Design 5267.8Ultimate Capacities and Design Formulas of Biaxial Bending Beams 5657.9Single Angle Flexural Members 575Problems 580References 581Chapter 8Flexural-Torsional Buckling of Beam-Columns 5858.1Introduction 5858.2Flexural-Torsional Buckling of Beam-Column by Energy Method 5918.3Elastic-Plastic Flexural-Torsional Buckling of Beam-Column 5958.4Application of Flexural-Torsional Buckling Theories of Beam-Columnson Steel Design 599Problem 607References 608Chapter 9Beam-Columns under Biaxial Bending 6099.1Elastic Differential Equilibrium Equations of Beam-Columnsunder Biaxial Bending 6099.2Flexural-Torsional Buckling Interaction Curves of UniformBiaxial Bending Beam-Columns 6129.3Application of Biaxial Bending Theory of Beam-Columns forSteel Structural Design 615References 623Chapter 10I-Section Beams and Beam-Columns under Bending and Torsion 62510.1Governing Differential Equations of Biaxial Bending Beam with Torsion 62510.2Testing Investigations for Steel Combined Flexure and Torsion of I-Shape Beams 64110.3Design Methodolgyo for Ultimate Limit States and Serviceability limit States 65310.4Summary and Conclusions 654References 655Chapter 11Distortional Buckling of Steel I-Section Beams and Beam-Columns 65711.1Distortional Buckling of Steel Bi-Symmetric I-Section Beams 65711.2Theoretical Analysis on Distortional Buckling of Bi-Symmetric I-Section Beams 65911.3Theoretical Analysis on Distortional Buckling of Mono-symmetric I-Section Beams 66111.4Distortional Buckling of Steel Bi-Symmetric I-Section Beam-Columns 666References 667Chapter 12Steel Beams with Corrugated Webs 66912.1Introduction 66912.2The Types of Corrugated Web Beams 66912.3Recent Application of Corrugated Steel Web I-Girders in Buildings and Bridges 66912.4A Review on Corrugated Steel Web I-Girder 67012.5Passing Bridges and Buildings with Corrugated Steel Web I-Girder 67112.6Flange Normal Stresses Due to In-Plane Bending 67312.7Shear Strength Capacity of Corrugated Webs I-Girder 67512.8Flexural-Torsional Buckling of Corrugated Webs I-Girder 67812.9Calculate I-Section Properties 68412.10Considering Point Load Height Effects, Determine MomentModification Factor 68412.11Transplant Theoretical and Pratical Design Method to GB 500172014 69412.12Moment Gradient Correction Factor and Inelastic Flexural-Torsional Buckling of I-Girder with Corrugated Steel Webs 69712.13Conclusion 699References 700Chapter 13Buckling of Thin Plates 70213.1Introduction 70213.2Equilibrium Equations of a Plate by Small Defection Theory 70313.3Elastic Buckling Loads of Simply Supported Plates under Uniform Compression in One Direction 70913.4Elastic Buckling Loads of Plates by Energy Method 71213.5Elastic Buckling of Simply Supported Plates under Non-Uniform Bending 71713.6Elastic Buckling of Simply Supported Plates under Uniform Shear 72013.7Differential Equations of Plates by Large Deflection Theory 72213.8Post-Buckling Strength of Simply Supported Plates under Uniform Compression 72713.9Elastic-Plastic Buckling Analysis of Plates 73313.10Application of Buckling Theory of Plates on Steel Structure Design 74213.11Plate Elements in a Centrally Compressed Member 74413.12Web in Beam and Stability Design of Plate Girder 75213.13Plate Elements in Beam-Columns 78213.14Provisions of Classification and Recommendation for Limit StateDesign of Steel Structures in Architectural Institute of Japan 79213.15Effective Width of Plate Elements in Cold-Formed Steel Sections 81113.16Design of Axially Loaded Slender Compression Members 84613.17Utilization of Web Post-Buckling Strength in Slender I-SectionBeam-Columns 85913.18Buckling Tests on Cold-Formed Hollow Section of Beam-Columns 869Problems 876References 877Chapter 14Buckling of Cold-Formed Steel Members 88314.1Buckling of Cold-Formed Steel Columns and Beams with Holes 88314.2Global Flexural Buckling of Cold-Formed Steel Perforated Columns 88314.3Flexural-Torsional Buckling of Cold-Formed Steel Perforated Beams 88614.4Distortional Buckling Load of Cold-Formed Steel Perforated Columns and Beams 88614.5Local Buckling Load of Cold-Formed Steel Perforated Columns and Beams 88714.6Cold-Formed web Crippling 89714.7Tests and Design of Cold-Formed Channels under web Crippling 89814.8Behaviour of Stainless Steel Oval Hollow SectionOHSMembers 90614.9Structural Response of Stainless Steel Oval Hollow Section Members under Compression 90814.10Direct Strength Method DSM of Cold-Formed Member Design 91314.11Direct Strength Method for Buckling Capacity of Cold-Formed SteelMembers with Uniform andNon-Uniform Elevated Temperatures 92814.12Direct Strength Method for Buckling Capacity of Cold-Formed SteelBeams with Uniform and Non-Uniform Elevated Temperature 93614.13Conclusions 95314.14Recent Investigations on Lateral-Torsional Buckling of Beams in Fire 95414.15Lateral-Torsional Buckling Behaviour of Cellular Beams 96014.16Lateral-Torsional Buckling Behaviour of Cellular Beams in Case of Fire 97714.17Conclusions 984References 984Chapter 15Buckling of Cylindrical Sheels 99015.1Introduction 99015.2Equilibrium Equations of Cylinderical Shell by Small Deflection Theory 99015.3Elastic Buckling of Cylindrical Sheel under Axial Compression 99415.4Differential Equations on Large Deflection Theory of Cylindrical Shell 99615.5Buckling of Imperfect Cylindrical Shell 99815.6Elastic Buckling of Cylindrical Shell under Uniform Hoop Compression 100515.7Cylindrical Buckling under Combined Axial and Hoop Loadings 100915.8Elastiuc Buckling of Cylindrical Shell under Torsion 101315.9Further Investigations for Imperfect Cylindrical Shells under External Pressure 101715.10Conculusions 1021References 1022Answers to Some Selected Problems 1025APPENDIXA 1033AUTHOR INDEX 1180SUBJECT INDEX 1188POSTSCRIPT 1200
內容試閱：
The publication of this text-book Stability of Steel Structures Theory and Application edition reflects the recently research advancement on the steel stability theory and design, which is selected in this second edition. These contents are as follows：1 Using some new practical examples to predicate the elastic and inelastic, linear and nonlinear behaviors of steel structures.2 Stability design of build-up beam-columns.3 Theoretical analysis and stability design of steel columns, beams and beam-columns under combined actions of compression, bending and torsion.4 Theoretical analysis and experimental investigation of sinusoidally and trapesoidally corrugated webs steel I-girders, about shear strength, moment bending and flexural-torsional moment capacities as well as their practical design methods.5 The new provisions of Recommendation for Limit State Design of Steel Structures AIJ2010, instead of the corresponding AIJ2002 content.6 The new provisions of Specification for Structural Steel Buildings ANSIAISC 3602010, instead of the corresponding ANSIAISC 3602005 content.7 Theoretical analysis, testing investigation and design method on axial compression strength capacity of single-angles connected with truss chords in same side of planar truss including the design visions of GB 500172014, JRA PartⅡ2002 and ANSIAISC 3602010.8 Buckling of cylindrical shells under axial compression, uniform hoop compression and torsion respectively and buckling of cylindrical shells under combined axial compression and uniform hoop compression.9 Buckling analysis and practical design formulas of perforated cold-formed steel columns and beams.10 Tests and design of cold-formed of web crippling.11 Behavior of stainless steel cold-formed oval hollow section OHS members.12 Direct Strength Method DSM for buckling capacity of steel cold-formed member design and its uses in uniform as well as non-uniform elevated temperatures.13 Analytical, experimental investigations and design methods for columns, beams and beam-columns under uniform and non-uniform, elevated and ambient temperature distributions leading to flexural or lateral-torsional buckling.14 Development of Direct Strength Method DSM for welded steel columns with buckling interactions. Readers of this book are urged to communicate with authors regarding all aspects of this book, particularly on identification of errors and suggestions for improvement.The editor gives a special credit to his wife Shen Xiuzhen and their family members on their patience and encouragement.
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