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
