作者：YongtaoBai（白涌滔）,Xuc
页数：240页
出版社：中国建筑工业出版社
出版日期：2020
ISBN：9787112240616
电子书格式：pdf/epub/txt
内容简介
本书介绍了高层建筑地震倒塌的理论、建模方法和评估方法。本书共分8章，第1章为研究背景与文献综述，第2~3章介绍了混凝土和钢材应力应变关系考虑劣化行为影响的本构模型的建立和校准，第4~5章重点介绍了高层钢结构和钢管混凝土结构在强烈地震作用下的地震安全性和倒塌能力，第6章介绍了支撑构件对钢框架结构地震倒塌的影响，第7章介绍了钢筋混凝土框架结构的地震倒塌能力，第8章总结了全书的研究。
本书特色
本书介绍了高层建筑地震倒塌的理论、建模方法和评估方法。本书共分8章，第1章为研究背景与文献综述，第2~3章介绍了混凝土和钢材应力应变关系考虑劣化行为影响的本构模型的建立和校准，第4~5章重点介绍了高层钢结构和钢管混凝土结构在强烈地震作用下的地震安全性和倒塌能力，第6章介绍了支撑构件对钢框架结构地震倒塌的影响，第7章介绍了钢筋混凝土框架结构的地震倒塌能力，第8章总结了全书的研究。
目录
Chapter 1 Introduction
1.1 The practice of high-rise building construction
1.2 Earthquake-induced collapse risks
1.3 State-of-the-Art Review on Seismic Collapse Research
1.4 Overview of Book
References
Chapter 2 Constitutive Models for Steel and CFT Components with Deterioration Effects
2.1 Introduction
2.2 Analysis Theory and Fiber Discretization
2.3 Constitutive Model for Concrete
2.4 A constitutive model for Steel Members
2.5 Calibration on Constitutive Models of Various Structural Components
2.6 Parameter study
2.7 Conclusions
Nomenclature
References
Chapter 3 Seismic Response Simulations of Buildings based on State-of-the-Art Test Database
3.1 Introduction
3.2 Shaking Table Test of Full-Scale 4-Story Steel Building
3.3 Shaking Table Test of High-Rise Steel Building Subjected to Long-Period Ground Motions
3.4 Concrete Filled Steel Tubular Frame
3.5 Conclusions
References
Chapter 4 Seismic Collapse Simulations of High-Rise SMRFs under Over-Design Ground Motions
4.1 Introduction
4.2 Deterioration Characteristics of Steel Members
4.3 Seismic Design of Building Models
4.4 Seismic Responses under Long-Period Ground Motions
4.5 Seismic Response under Near-Fault Ground Motions
4.6 Responses to Incremental Dynamic Analysis
4.7 Conclusions
References
Chapter 5 Seismic Collapse Margin of High-Rise CFT-MRFs
5.1 Introduction
5.2 Statistics of High-Rise Concrete Filled Steel Tubular Building in Japan
5.3 High-rise CFT Building Models
5.4 Maximum and Residual Drifts
5.5 Component Damages
5.6 Collapse-Resistant Capacity
5.7 Collapse Margin and Deterioration Criterion
5.8 Conclusions
References
Chapter 6 Comparative Evaluation on Seismic-Collapse Capacity of High-Rise Steel/CFT Braced Frames
6.1 Introduction
6.2 Design of steel high-rise buildings
6.3 3D Numerical model for collapse simulation
6.4 Parametric study using collapse simulation
6.5 Conclusions
References
Chapter 7 Seismic Damage and Collapse Criteria of High-Rise RC-MRFs
7.1 Introduction
7.2 Degrading Numerical Models for Collapse Simulation
7.3 Validations of RC components
7.4 Structural Analysis Model and Long-Period Ground Motions
7.5 Effect of Design Parameters on Collapse Capacity
7.6 Conclusions
Nomenclature
References
Chapter 8 Summary, Conclusions, and Future Works
8.1 Summary
8.2 Conclusive Remarks
8.3 Future Work
1.1 The practice of high-rise building construction
1.2 Earthquake-induced collapse risks
1.3 State-of-the-Art Review on Seismic Collapse Research
1.4 Overview of Book
References
Chapter 2 Constitutive Models for Steel and CFT Components with Deterioration Effects
2.1 Introduction
2.2 Analysis Theory and Fiber Discretization
2.3 Constitutive Model for Concrete
2.4 A constitutive model for Steel Members
2.5 Calibration on Constitutive Models of Various Structural Components
2.6 Parameter study
2.7 Conclusions
Nomenclature
References
Chapter 3 Seismic Response Simulations of Buildings based on State-of-the-Art Test Database
3.1 Introduction
3.2 Shaking Table Test of Full-Scale 4-Story Steel Building
3.3 Shaking Table Test of High-Rise Steel Building Subjected to Long-Period Ground Motions
3.4 Concrete Filled Steel Tubular Frame
3.5 Conclusions
References
Chapter 4 Seismic Collapse Simulations of High-Rise SMRFs under Over-Design Ground Motions
4.1 Introduction
4.2 Deterioration Characteristics of Steel Members
4.3 Seismic Design of Building Models
4.4 Seismic Responses under Long-Period Ground Motions
4.5 Seismic Response under Near-Fault Ground Motions
4.6 Responses to Incremental Dynamic Analysis
4.7 Conclusions
References
Chapter 5 Seismic Collapse Margin of High-Rise CFT-MRFs
5.1 Introduction
5.2 Statistics of High-Rise Concrete Filled Steel Tubular Building in Japan
5.3 High-rise CFT Building Models
5.4 Maximum and Residual Drifts
5.5 Component Damages
5.6 Collapse-Resistant Capacity
5.7 Collapse Margin and Deterioration Criterion
5.8 Conclusions
References
Chapter 6 Comparative Evaluation on Seismic-Collapse Capacity of High-Rise Steel/CFT Braced Frames
6.1 Introduction
6.2 Design of steel high-rise buildings
6.3 3D Numerical model for collapse simulation
6.4 Parametric study using collapse simulation
6.5 Conclusions
References
Chapter 7 Seismic Damage and Collapse Criteria of High-Rise RC-MRFs
7.1 Introduction
7.2 Degrading Numerical Models for Collapse Simulation
7.3 Validations of RC components
7.4 Structural Analysis Model and Long-Period Ground Motions
7.5 Effect of Design Parameters on Collapse Capacity
7.6 Conclusions
Nomenclature
References
Chapter 8 Summary, Conclusions, and Future Works
8.1 Summary
8.2 Conclusive Remarks
8.3 Future Work
