| 作 者： | 陆新征 |
| 出版社： | 科学出版社 |
| 丛编项： | |
| 版权说明： | 本书为出版图书，暂不支持在线阅读，请支持正版图书 |
| 标 签： | 暂缺 |
| ISBN | 出版时间 | 包装 | 开本 | 页数 | 字数 |
|---|---|---|---|---|---|
| 未知 | 暂无 | 暂无 | 未知 | 0 | 暂无 |
1 Introduction
1．1 Research Background
1．2 Significance and Implication of Earthquake Disaster Simulation of Civil Infrastructures
1．3 Research Framework and Outlines
References
2 High-Fidelity Computational Models for Earthquake Disaster Simulation of Tall Buildings
2．1 Introduction
2．2 Fiber-Beam Element Model
2．2．1 Fundamental Principles
2．2．2 Uniaxial Stress-Strain Model of Concrete
2．2．3 Uniaxial Stress-Strain Model of Steel Reinforcement
2．2．4 Validation Through Reinforced Concrete Specimens
2．2．5 Stress-Strain Model of Composite Components
2．2．6 Steel Fiber-Beam Element Model Considering the Local Buckling Effect
2．3 Multi-Iayer Shell Model
2．3．1 Fundamental Principles
2．3．2 High-Performance Flat Shell Element NLDKGQ
2．3．3 High-Performance Triangular SheU Element NLDKGT
2．3．4 Constitutive Models of Concrete and Steel
2．3．5 Implementation of Multi-layer Shell Element in OpenSees
2．3．6 Validation Through Reinforced Concrete Specimens
2．3．7 Collapse Simulation of an RC Frame-Core Tube Tall Building
2．4 Hysteretic Hinge Model
2．4．1 Overview
2．4．2 The Proposed Hysteretic Hinge Model
2．4．3 Validation of the Proposed Hysteretic Hinge Model
2．5 Multi-scale Modeling
2．5．1 Overview
2．5．2 Interface Modeling
2．6 Element Deactivation and Collapse Simulation
2．6．1 Element Deactivation for Component Failure Simulation
2．6．2 Visualization of the Movement of Deactivated Elements Using Physics Engine
2．7 GPU-Based High-Performance Matrix Solvers for OpenSees
2．7．1 Fundamental Conception of General-Purpose Computing on GPU （GPGPU）
2．7．2 High-Performance Solver for the Sparse System of Equations （SOE） in OpenSees
2．7．3 Case Studies．．．．，
2．8 Physics Engine-Based High-Performance Visualization
2．8．1 Overview
2．8．2 Overall Visualization Framework
2．8．3 CJustering-Based Key Frame Extractions
2．8．4 Parallel Frame Interpolation
2．9 Summary
References
3 Earthquake Disaster Simulation of Typical Supertall Buildings
3．1 Introduction
3．2 Earthquake Disaster Simulation of the Shanghai Tower
3．2．1 Overview of the Shanghai Tower
3．2．2 Finite Element Model of the Shanghai Tower
3．2．3 Earthquake-Induced Collapse Simulation
3．2．4 Impact of Soil-Structure Interaction
3．3 Earthquake Disaster Simulation and Design Optimization of the CITIC Tower
3．3．1 Introduction of the CITIC Tower
3．3．2 Different Lateral Force Resisting Systems of CITIC Tower and the Finite Element Models
3．3．3 Earthquake-Induced Collapse Simulation of the Half-Braced Scheme
3．3．4 Earthquake-Induced Collapse Simulation of the Fully-Braced Scheme
3．3．5 Comparison Between the Two Design Schemes
3．3．6 Optimal Design of Minimum Base Shear Force
……
4 Comparison of Seismic Design and Resilience of Tall Buildings Based on Chinese and US Design Codes
5 Simplified Models for Earthquake Disaster Simulation of Supertall Buildings
6 Seismic Resilient Outriggers and Multi-hazard Resilient
7 Building Models for City-Scale Nonlinear Time-History Analyses
8 Regional Seismic Loss Estimation of Buildings
9 Visualization and High-Performance Computing for City-Scale Nonlinear Time-History Analyses
10 Fire Following Earthquake and Falling Debris Hazards
11 Post-earthquake Emergency Response and Recovery Through City-Scale Nonlinear Time-History Analysis
12 Earthquake Disaster Simulation of Typical Urban Areas
13 Conclusions
