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建筑与桥梁抗震设计 英文版2025|PDF|Epub|mobi|kindle电子书版本百度云盘下载

建筑与桥梁抗震设计 英文版
  • （美）艾伦·威廉斯著 著
  • 出版社： 北京：中国水利水电出版社
  • ISBN：7508410009
  • 出版时间：2002
  • 标注页数：470页
  • 文件大小：13MB
  • 文件页数：480页
  • 主题词：建筑结构(学科: 抗震设计 学科: 高等学校) 桥梁结构(学科: 抗震设计 学科: 高等学校) 建筑结构 抗震设计 桥梁结构

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图书目录

INTRODUCTION1

1 GENERAL SEISMIC PRINCIPLES7

1.1 Earthquake Phenomena7

1.1.1 Basic Seismology7

1.1.2 Measurement of Earthquake Magnitude and Intensity9

1.1.3 Seismic Effects11

1.2 Structural Dynamics13

1.2.1 Undamped Free Vibrations13

1.2.3 Critical Datnping17

1.2.2 Damped Free Vibrations17

1.2.4 Overdamping18

1.2.5 Underdamping18

1.2.6 Multipli-Degree-Of-Freedom Systems21

1.3 Response Spectra41

1.3.1 Ground Motion41

1.3.2 Dynamic Response of Structures41

1.3.3 Normalized Response Spectra43

1.3.4 Near-source ground motions45

References46

2.1 Determination of Lateral Forces47

2.1.1 Seismic Zone Factor47

2.1.2 Ground Response Coefficients47

2 STATIC LATERAL FORCE PROCEDURE FOR BUILDINGS47

2.1.3 Soil Profile Types48

2.1.4 Seismic Source Clasification49

2.1.5 Near Source Factor49

2.1.6 Fundamental Period49

2.1.7 Ductility52

2.1.9 Classification of Structural Systems53

2.1.8 Response Modification Factor53

2.1.10 Occupancy Categories and Importance Factors56

2.1.11 Seismic Response Coefficient57

2.1.12 Seismic Dead Load59

2.1.13 Equivalent Lateral Force Procedure59

2.1.14 Simplified Lateral Force Procedure64

2.2 Multi-Story Structures64

2.2.1 Vertical Distribution of Seismic Forces64

2.2.2 Simplified Distribution of Base Shear67

2.2.3 Overturning68

2.2.4 P-Delta Effects69

2.2.5 Story Drift72

2.1.6 Simplified Determination of Story Drift78

2.2.7 Diaphragm Loads80

2.1.8 Simplified Determination of Diaphragm Loads81

2.3 Load Combinations82

2.3.1 Design Loads and Load Factors82

2.3.2 Allowable Stress Design Method88

2.4.1 Basic Components91

2.4 Lateral Force Resistant System91

2.4.2 Plywood Diaphragms92

2.4.3 Collector Elements98

2.4.4 Wood Shear Walls101

2.4.5 Braced Frames107

2.4.6 Moment Frames109

2.5 Elements,Nonstructural Components,and Equipment Supported by Structures110

2.5.1 Perfofmance Criteria110

2.5.2 Anchorage of Conerete and Masonry Walls110

2.5.3 Components and Equipment Supported by Structures114

2.5.4 Wall Cladding115

2.6 Self-Supporting Nonbuilding Structures122

2.6.1 General Requirements122

2.6.2 Systems Similar to Building Structures122

2.6.3 Rigid Systems122

2.6.4 Ground Supported Tanks124

2.6.5 Other Nonbuilding Structures124

2.7 Torsion and Rigidity125

2.7.1 Rigid Diaphragms125

2.7.2 Torsional Moment125

2.7.3 Center of Mass and Center of Rigidity127

2.7.4 Torsional Effects128

2.7.5 Shear Wall Rigidity133

2.7.6 Braced Frame Stiffness140

2.8 Seismically lsolated Buildings147

2.8.1 Advantages of Seismic Isolation147

2.8.2 General Design Principles147

2.8.3 Static Lateral Force Procedure148

References151

3.1.2 Selection of Lateral Force Procedure155

3.1.1 Structural Framing Systems155

3.1 Building Configuration Requirements155

3 DYNAMIC LATERAL FORCE PROCEDURE FOR BUILDINGS155

3.2 Application of Modal Analysis to Buildings160

3.2.1 Modal Analysis Advantages160

3.2.2 Modal Analysis Procedure164

3.2.3 Time-history Analysis Procedure178

References178

4.1.1 Member Design179

4.1 General Requirements179

4 SEISMIC DESIGN OF STEEL STRUCTURES179

4.1.2 Member Strength180

4.2 Braced Frames206

4.2.1 Concertrically Braced Frames206

4.2.2 Eccentrically Braced Frames226

4.3 Special Moment-Resisting Frames236

4.3.1 Seismic Damage to Speciat Moment-Resisting Frames236

4.3.2 Beam Details239

4.3.3 Column Details240

4.3.4 Girder-to-Column Connection242

References259

5 SEISMIC DESIGN OF CONCRETE STRUCTURES261

5.1 Anchorage to Concrete261

5.1.1 Design Loads261

5.1.2 Design Strength262

5.2 Special Moment-Resisting Frames266

5.2.1 Design Strength266

5.2.2 Beam Details272

5.2.3 Column Details274

5.2.4 Girder-to-Column Connection284

5.3 Shear Walls and Wall Piers289

5.3.1 Shear Capacity of Shear Walls289

5.3.2 Boundary Members290

5.3.3 Wall Piers303

5.4 Walls with Out-of-Plane Loading304

5.4.1 General Requirements304

5.4.2 Design Strength305

References312

6.1 Construction Requirements313

6.1.1 Diaphragms313

6 SEISMIC DESIGN OF WOOD STRUCTURES313

6.1.2 Collector Elements315

6.1.3 Shear Walls332

References342

7 SEISMIC DESIGN OF MASONRY STRUCTURES343

7.1 Shear Walls343

7.1.1 Design Criteria343

7.1.2 Shear Capacity348

7.1.3 Boundary Members348

7.2.1 General Requirements355

7.2 Walls With Out-of-Plane Loading355

7.2.2 Design Procedure357

7.3 Moment-Resisting Wall Frames365

7.3.1 Dimensional Limitations365

7.3.2 Beam Details366

7.3.3 Pier Details368

7.3.4 Beam-Pier Intersection371

References372

8.1 Design Requirements373

8.1.1 Load Factor Design373

8 SEISMIC DESIGN OF BRIDGES373

8.1.2 Service Load Design374

8.1.3 Load Combinations374

8.2 Design Principles375

8.2.1 Design Procedure375

8.2.2 Acceleration Coefficient376

8.2.3 Elastic Seismic Response Coefficient376

8.2.4 Importance Classification381

8.2.5 Seismic Performance Category381

8.2.6 Analysis Procedure382

8.2.7 Response Modification Factors383

8.2.8 Combination of Orthogonal Forces387

8.2.9 Column Plastic Hinges388

References396

APPENDIX Ⅰ397

List of Useful Equations397

APPENDIX Ⅱ405

Multiple Choice Ouestions for the Special Seismic Examination405

APPENDIX Ⅲ427

Structural Design Programs for the HP-28S Calculator427

INDEX465

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