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包郵 Earthquake disaster simulation of civil infrastructures
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Earthquake disaster simulation of civil infrastructures 版權(quán)信息
- ISBN：9787030684325
- 條形碼：9787030684325 ; 978-7-03-068432-5
- 裝幀：一般膠版紙
- 冊(cè)數(shù)：暫無(wú)
- 重量：暫無(wú)
- 所屬分類(lèi)：>
Earthquake disaster simulation of civil infrastructures 內(nèi)容簡(jiǎn)介
The first edition of this monograph，presenting accurate and. efficient simulations of seismic damage to buildings and cities，has received significant attention from the research community. To keep abreast of the rapid development in recent years，our latest breakthrough achievements have been added to this new edition，including novel resilient structural components，secondary disaster simulations，emergency responses and resilient recovery ofcommunities after earthquake. This edition comprehensively covers a range of numerical modeling approaches，higher performance Computation methods，and high fidelity visualization techniques for earthquake disaster simulation of tall buildings.and urban areas. It also demonstrates successful engineering applica-tions ofthe proposed methodologies to typicallandmark projects （e.g.，Shanghai Tower and CITIC Tower，two of the world's tallest buildings； Beijing CBD and San Francisco Bay Area）.Reparted in this edition are a collection of about 60 high impact journal publications which have already received high atations.
Earthquake disaster simulation of civil infrastructures 目錄
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
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
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