1 Introduction 1.1 Research Background 1.2 Significance and Implication of Earthquake Disaster Simulation of Civil Infrastructures 1.3 Research Framework and Contents 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 Principals 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 2.3 Multilayer Shell Model 2.3.1 Fundamental Principal 2.3.2 High-Performance Flat Shell Element NLDKGQ 2.3.3 Constitutive Model of Concrete and Steel 2.3.4 Implementation of Multilayer Shell Element in OpenSees 2.3.5 Validation Through Reinforced Concrete Specimens 2.3.6 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 Summary 3 High-Performance Computing and Visualization for Earthquake Disaster Simulation of Tall Buildings 3.1 Introduction 3.2 GPU-Based High-Performance Matrix Solvers for OpenSees 3.2.1 Fundamental Conception of General-Purpose Computing on GPU (GPGPU) 3.2.2 High-Performance Solver for Sparse System of Equations (SOE) in OpenSees 3.2.3 Case Studies 3.3 Physics Engine-Based High-Performance Visualization 3.3.1 Overview 3.3.2 Overall Visualization Framework 3.3.3 Clustering-Based Key Frame Extractions 3.3.4 Parallel Frame Interpolation 3.3.5 Case Study 3.4 Summary 4 Earthquake Disaster Simulation of Typical Supertall Buildings... 4.1 Introduction 4.2 Earthquake Disaster Simulation of the Shanghai Tower 4.2.1 Overview of the Shanghai Tower 4.2.2 Finite Element Model of the Shanghai Tower 4.2.3 Earthquake-Induced Collapse Simulation 4.2.4 Impact of Soil-Structure Interaction 4.3 Earthquake Disaster Simulation of the Z15 Tower 4.3.1 Introduction of the Z15 Tower 4.3.2 The Finite Element Model 4.3.3 Earthquake-Induced Collapse Simulation of the Haft-Braced Scheme 4.3.4 Earthquake-Induced Collapse Simulation of the Fully Braced Scheme 4.3.5 Comparison Between the Two Design Schemes 4.4 Summary …… 5 Simplified Models for Earthquake Disaster Simulation of Supertall Buildings 6 Engineering Application of Earthquake Disaster Simulation of Supertall Buildings 7 Comparison of Seismic Design and Performance of Tall Buildings Based on Chinese and US Design Codes 8 Nonlinear MDOF Models for Earthquake Disaster Simulation of Urban Buildings 9 Visualization for Earthquake Disaster Simulation of UrbanBuildings 10 High-Performance Computing for Earthquake Disaster Simulation of Urban Buildings 11 Earthquake Disaster Simulation of Typical Urban Areas 12 Earthquake Loss Prediction for Typical Urban Areas 13 Conclusions
Xinzheng Lu、Hong Guan编*的《Earthquake Disaster Simulation of Civil Infrastructures(精)》简介：Based On more than 12 years of systematic investigation on earthquake disaster simulation of civil infrastructures, this book covers the major research outcomes including anumber of novel computational models, high performance computing methods and realistic visualization techniques for tall buildings and urban areas, with particularemphasize on collapse prevention and mitigation in extreme earthquakes, earthquake loss evaluation and seismic resilience. Typical engineering applications to several tall-est buildings in the world (e.g., the 632 m tall Shanghai Tower and the 528 m tall Z15Tower) and selected large cities in China (the Beiiing Central Business District, Xi'an City, Taiyuan City and Tangshan City) are also introduced to demonstrate the advan- tages of the proposed computational models and techniques. The high-fidelity computational model developed in this book has proven to be the onlyfeasible option to date for earthquake- induced collapse simulation of supertall buildings that are higher than 5o0 m. More importantly, the proposed collapse simulation technique has already been successfully used in the design of some real-world supertallbuildings, with significant savings of tens of thousands of tons of concrete and steel,whilst achieving a better seismic performance and safety. The proposed novel solution for earthquake disaster simulation of urban areas usingnonlinear multiple degree-of- freedom (MDOF) model and time-history analysis delivers several unique advantages: (1) true representation of the characteristic featuresof individual buildings and ground motions; (2) realistic visualization of earthquakescenarios, particularly dynamic shaking of buildings during earthquakes; (3) detailedprediction of seismic response and losses on each story of every building at any timeperiod. The proposed earthquake disaster simulation technique has been successfullyimplemented in the seismic performance assessments and earthquake loss predictions of several central cities in China. The outcomes of the simulation as well as thefeedback from the end users are encouraging, particularly for the government officialsand/or administration department personnel with limited professional knowledge of earthquake engineering. The book offers readers a systematic solution to earthquake disaster simulation of civil infrastructures. The application outcomes demonstrate a promising future of the proposed advanced techniques. The book provides a long-awaited guide for academics andgraduate students involving in earthquake engineering research and teaching activities. It can also be used by structural engineers for seismic design of supertall buildings.
