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EarthquakeDisasterSimulationofCivilInfrastructures(FromTallBuildingstoU 普通图书/综合图书 Xinzheng Lu//Hong Guan 科学 9787030684325

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作者: Xinzheng Lu//Hong Guan
出版社: 科学
ISBN: 9787030684325

出版时间: 2021-01
装帧: 平装
开本: 其他

作者: Xinzheng Lu//Hong Guan
出版社: 科学

ISBN: 9787030684325
出版时间: 2021-01

装帧: 平装
开本: 其他

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目录
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-layer Shell Model
    2.3.1  Fundamental Principles
    2.3.2  High-Performance Flat Shell Element NLDKGQ
    2.3.3  High-Performance Triangular Shell 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  InterfaceModeling
  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  Clustering-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 Contents xvii
    3.3.7  Optimal Design of Brace-Embedded Shear Wall
  3.4  Summary
  References
4 Comparison of Seismic Design and Resilience of Tall Buildings Based on Chinese and US Design Codes
  4.1  Introduction
    4.1.1  From Performance-Based Design to Resilience-Based Design
    4.1.2  The Rationale of Design Code Comparison
  4.2  Comparison of RC Buildings Based on the Chinese and US Design Codes
    4.2.1  Comparison of the Seismic Designs
    4.2.2  Comparison of the Structural Performance
    4.2.3  Comparison of the Seismic Resilience
    4.2.4  Concluding Remarks
  4.3  Comparison of Steel Buildings Based on the Chinese and US Design Codes
    4.3.1  Comparison of the Seismic Designs
    4.3.2  Comparison of the Structural Performance
    4.3.3  Comparison of the Seismic Resilience
    4.3.4  Concluding Remarks
  4.4  Summary
  References
5 Simplified Models for Earthquake Disaster Simulation of Supertall Buildings
  5.1  Introduction
  5.2  The Flexural-Shear Model
    5.2.1  Fundamental Concepts of the Flexural-Shear Model
    5.

内容摘要
本书介绍了作者近十余年来在高层建筑和城市区域建筑群地震灾变模拟方面的研究工作。全书以“建筑抗震弹塑性分析”和“城市
抗震弹塑性分析”为核心，主要内容包括：绪论、高层建筑地震灾变模拟的精细模型、高层建筑地震灾变模拟案例、中美典型高层建筑抗震设计对比及性能化评价、高层建筑地震灾变模拟的简化模型及应用、可恢复功能伸臂桁架和多灾害防御框架、城市
区域建筑震害模拟的计算模型、城市区域地震经济损失预测方法、城市区域
震害模拟的高性能计算和可视化、城市区域地震次生火灾及次生坠物模拟、
典型城市建筑群的震害模拟案例、结论与展望。本书可供从事土木工程、地震工程领域研究的科技人员及高等院校相关专业的师生参考。
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EarthquakeDisasterSimulationofCivilInfrastructures(FromTallBuildingstoU 普通图书/综合图书 Xinzheng Lu//Hong Guan 科学 9787030684325

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