Steel plate shear walls with gravity load: theory and design
正版保障 假一赔十 可开发票
￥ 78.85 6.2折 ￥ 128 全新
库存2件
作者吕杨
出版社中国科技出版传媒股份有限公司
ISBN9787030714732
出版时间2021-11
装帧精装
开本其他
定价128元
货号11510929
上书时间2024-11-27
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目录
1 Introduction . 1
1.1 Background and Motivation 1
1.2 Recent Research . 2
1.2.1 Analytical Studies 2
1.2.2 Experimental Studies . 5
1.2.3 Standards and Codes . 7
1.3 Objectives and Organization of This Book . 9
References . 10
2 Steel Plate Shear Walls with Considering the Gravity Load
by the Effective-Width Model . 15
2.1 Introduction . 15
2.2 The Gravity Load Effect on the Shear Strength of the Steel
Plate Shear Walls . 17
2.2.1 Numerical Model 17
2.2.2 Verifications Under Monotonic Tests 19
2.2.3 Verifications Under Cyclic Tests . 20
2.2.4 Pushover Analysis Results . 24
2.2.5 Cyclic Results . 31
2.2.6 Shear Strength Obtained from Existing Model 38
2.3 Vertical Stress Distribution Under Compression . 40
2.3.1 The Effective-Width Model 40
2.3.2 Evaluation of the Effective-Width Model 43
2.3.3 Discusses on the Effective-Width Model . 46
2.4 Stresses Under Compression and Shear 47
2.4.1 Stresses Analysis 47
2.4.2 Discusses on Stresses . 50
2.4.3 Shear Capacity of the Infill Steel Plate 51
2.4.4 Load-Carrying Capacity of the Steel Plate Shear Wall . 53
2.5 Inclination Angle of the Steel Wall with Considering
the Gravity Load . 53
vii
viii Contents
2.5.1 Assumption . 53
2.5.2 Inclination Angles of the Infill Steel Plate . 55
2.5.3 Discuss of the Inclination Angle 57
2.5.4 Load-Carrying Capacity Considering the Inclination
Angle 58
2.6 Shear-Displacement Relationship . 59
2.6.1 Shear-Displacement Relationship Under Compression
and Shear . 59
2.6.2 Shear-Displacement Relationship Under
Compression, Shear and Bending . 63
2.6.3 Experimental Verification . 67
2.7 Summary 82
References . 83
3 Steel Plate Shear Walls with Considering the Gravity Load
by a Three-Segment Distribution 85
3.1 Introduction . 85
3.2 The Three-Segment Distribution Under Uniform Compression 87
3.2.1 The Cosine Distribution Under Uniform Compression . 87
3.2.2 The Proposed Stress Distribution Under Uniform
Compression 89
3.2.3 Numerical Analysis 92
3.3 The Three-Segment Distribution Under Compression
and In-plane Bending . 106
3.3.1 The Cosine Stress Distribution . 106
3.3.2 The Proposed Three Segment Stress Distribution . 109
3.3.3 Finite Element (FE) Analysis 113
3.4 Shear Strength Considering the Gravity Load . 120
3.4.1 Stresses Under Compression and Shear 120
3.4.2 Shear Strength . 122
3.4.3 Discussion of the Approach . 124
3.4.4 Parametric Analysis 125
3.4.5 Shear Strength . 126
3.4.6 Aspect Ratio and Slenderness Ratio . 129
3.5 Shear Strength Considering the Gravity Load and In-plane
Bending . 130
3.5.1 Parametric Analysis 131
3.5.2 Shear Capacity 138
3.5.3 Stress Gradient 138
3.6 Summary 141
References . 142
Contents ix
4 Cross Stiffened Steel Plate ShearWalls Considering theGravity
Load 145
4.1 Introduction . 145
4.2 Shear Strength Model . 147
4.2.1 Stress Under Gravity Load 147
4.2.2 Stress Under Compression and Shear . 149
4.2.3 Shear Capacity 151
4.2.4 Discussions of the Proposed Model . 152
4.3 Numerical Analysis . 155
4.3.1 Finite Element Model . 155
4.3.2 Parametric Analysis 157
4.3.3 Evaluation of the Vertical Stress Distribution . 157
4.3.4 Evaluation of the Shear Strength . 158
4.4 Summary 161
References . 162
5 Corrugated Steel Plate Shear Wall Considering the Gravity
Load 165
5.1 Introduction . 165
5.2 Experiment Design . 168
5.3 Test Results . 170
5.3.1 Hysteretic Curve . 170
5.3.2 Envelope Curves . 174
5.3.3 Specimens Behaviour 175
5.4 Finite Element Simulation . 178
5.4.1 Finite Element Model Verification 178
5.4.2 Parametric Analysis 181
5.4.3 Infill Steel Plate Types 181
5.4.4 Vertical Load 184
5.5 Summary 187
References . 188
6 Summary and Future Work . 189
6.1 Main Conclusions 189
6.2 FutureWork . 191
内容摘要
《考虑重力荷载的钢板剪力墙理论和设计方法》由吕杨编
精彩内容本书系统研究了竖向荷载对钢板剪力墙抗剪承载力的影响。提出竖向荷载和面内弯矩作用下钢板竖向应力分布的三节段模型，建立考虑竖向荷载的斜拉杆模型斜拉角模型，建立了考虑竖向荷载的斜拉杆模型斜拉杆屈服应力模型，建立了考虑竖向荷载的钢板剪力墙抗剪承载力模型和承载力一位移关系模型。研究成果通过钢板剪力墙低周往复荷载试验、有限元模拟等方法验证。
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