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钢结构设计基本原理= Basic Principles of Steel Structures Design:英文/赵必大,阮伟东,程欣主编

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钢结构设计基本原理= Basic Principles of Steel Structures Design:英文/赵必大,阮伟东,程欣主编

定价:59.80

出版时间:2023-04

ISBN978-7-5024-9521-3

9787502495213

 

 

 

Contents

Chapter 1Introduction1

1.1Characteristics of steel structures1

1.2Application and development of steel structures in China2

1.3Loads and building codes4

1.4Structural forms,members, and connections of steel structures6

Thinking questions14

 

Chapter 2Material Properties of Structural Steel15

2.1Characteristics of steel under uniaxial tension16

2.2Performance of steel under uniaxial repeated or cyclic stress20

2.3Performance of steel under complex stress21

2.4Impact resistance and cold bending performance of steel22

2.5Weldability of steel24

2.6Corrosion resistance of steel25

2.7Failure modes of steel26

2.8General factors affecting steel properties35

2.9Classification of structural steel44

2.10Crosssectional shape of structural steel51

Thinking questions57

Exercises57

 

Chapter 3Possible Failure Modes of Steel Structures59

3.1Overall instability of steel structures59

3.2Local instability and classification of cross sections65

3.3Plastic failure and plastic redistribution of steel structures68

3.4Fatigue failure of structures71

3.5Cumulative damage of structures77

3.6Brittle fracture failure of the structures78

3.7General idea of preventing various failures to steel structures80

Thinking questions81

Exercise81

 

Chapter 4Basic Design Method of Steel Structures82

4.1Introduction82

4.2Probability limit state design method84

Thinking questions89

 

Chapter 5Welded and Bolted Connections of Steel Structures91

5.1Connection types of steel structures91

5.2Characteristics of welded connections94

5.3Construction and calculation of groove welded connections100

5.4Construction and calculation of fillet welded connections104

5.5Welding residual stress and residual deformation115

5.6Construction requirements for bolted connections120

5.7Calculation of ordinary bolt connections122

5.8Highstrength bolt connections132

Thinking questions138

Exercises139

 

Chapter 6Axially Loaded Members142

6.1Introduction142

6.2Strength and stiffness of axially loaded members144

6.3Global stability of ideal axial compression members148

6.4Initial defect influence on stability of axial compression members151

6.5Global stability calculation for solid web axial compression member160

6.6Local stability of solid web axial compression member169

6.7Section design of solid web axial compression member173

6.8Section design of lattice axial compression member176

Thinking questions184

Exercises184

 

Chapter 7Flexural Members(Beam)187

7.1Introduction187

7.2Strength and stiffness of flexural member189

7.3Global stability of the beam200

7.4Beam local stability of web stiffener design207

7.5Section design for section steel beam222

7.6Section design for composite beam225

Thinking problems232

Exercises233

 

Chapter 8Tensionflexure and Compressionflexure Members236

8.1Introduction236

8.2Sectional strength of members under tensionflexure and compression flexure238

8.3Global inplane stability of beamcolumns242

8.4Outofplane global stability of beamcolumns247

8.5Local stability calculation for compression flexibility member249

8.6Stiffness of tensioning and bending members251

Thinking questions252

Exercises252

 

Chapter 9Seismic Performance of Steel Members and Joints253

9.1Load properties253

9.2Hysteresis behavior of steel members under cyclic axial force253

9.3Hysteretic performance of flexural members256

9.4Hysteretic performance of compressionbending members259

9.5Hysteretic performance of beamcolumn joint of steel frame260

References262

 

Appendix263

Appendix 1SeriesStrength of steelbolts and welds263

Appendix 2Series: Section characteristics of typical steel shapes267

Appendix 3Series:Stability coefficient of axial compression members308

Appendix 4Series:Cross section plastic development coefficient γx and γy312

Appendix 5Series: Factor βb of Hsection and Isection simply supported beams with equal crosssection313


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