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  • 醉染图书生命线工程系统 网络可靠分析与抗震设计9787547854167
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    • 作者: 李杰,刘威著 | 李杰,刘威编 | 李杰,刘威译 | 李杰,刘威绘
    • 出版社: 上海科学技术出版社
    • 出版时间:2021-09-01
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    • 作者: 李杰,刘威著| 李杰,刘威编| 李杰,刘威译| 李杰,刘威绘
    • 出版社:上海科学技术出版社
    • 出版时间:2021-09-01
    • 版次:1
    • 印次:1
    • 字数:297000
    • 页数:220
    • 开本:16开
    • ISBN:9787547854167
    • 版权提供:上海科学技术出版社
    • 作者:李杰,刘威
    • 著:李杰,刘威
    • 装帧:精装
    • 印次:1
    • 定价:265.00
    • ISBN:9787547854167
    • 出版社:上海科学技术出版社
    • 开本:16开
    • 印刷时间:暂无
    • 语种:暂无
    • 出版时间:2021-09-01
    • 页数:220
    • 外部编号:1202525233
    • 版次:1
    • 成品尺寸:暂无

    1 Introduction

    1.1 Lifeline Engineering Systems

    1.2 Damages of Lifeline Systems in Past Earthquakes

    1.3 Main Content of the Book

    References

    2 Seismic Hazard Assessment

    2.1 Introduction

    2.2 UncertainyndPrbability Model

    2.2.1 Earthquake Occurrence Probability Model

    2.2.2 Potential Seismic Zone

    2.. Probability Distribution Function of Earthquake Magnitude

    2.2.4 Ground Motion Attenuation

    . Seismic Hazard Analysis Method

    ..1 Point-Source Model

    ..2 Line-Source Model

    .. Area-Source Model

    ..4 Probability Distribution Function of Ground Motion Amplitude

    References

    3 Seismic Ground Motion Model

    3.1 Introduction

    3.2 Statistically-Based Model

    3.2.1 Stationary and Non-stationary Processes

    3.2.2 One-Dimensional Stochastic Process Model

    3.. Random Field Model

    3.3 Physically-Based Model

    3.3.1 Fourier Spectral Form of One-Dimensional Ground Motion

    3.3.2 Seismic Source Spectrum

    3.3.3 Transfer Function of the Path

    3.3.4 Local Site Effect

    3.3.5 One-Dimensional Ground Motion Model

    3.3.6 Physical Random Field Model of Ground Motions

    References

    4 Seismic Performance Evaluation of Buried Pipelines

    4.1 Seismic Damage of Buried Pipelines

    4.1.1 Pipeline Damage in Past Earthquakes

    4.1.2 Damage Characteristics of Buried Pipelines

    4.1.3 Factors Affecting Buried Pipeline Damages

    4.1.4 Empirical Statistics of Damage Ratio

    4.2 Seismic Response Analysis of Buried Pipelines

    4.2.1 Pseudo-static Analysis Method

    4.2.2 Pipeline Stress Computation

    4.3 Seismic Response Analysis of Pipeline Networks

    4.4 Seismic Reliability Evaluation of Buried Pipeline

    4.4.1 Uncertainty of Pipeline Resistance

    4.4.2 Seismic Reliability Analysis of Buried Pipelines

    References

    5 Seismic Response Analysis of Structures

    5.1 Structural Analysis Model

    5.1.1 General Finite Element Model

    5.1.2 Seismic Analysis Model of Structure-Equipment Systems

    5.1.3 Dynamic Analysis Model of Structure Subject to Multi-point Ground Motions

    5.2 Deterministic Seismic Response Analysis of Structures

    5.2.1 Linear Acceleration Algorithm

    5.2.2 Generalized u-Algorithm

    5.3 Stochastic Seismic Response Analysis of Structures

    5.3.1 Principle of Preservation of Probability

    5.3.2 The Generalized Probability Density Evolution Equation

    5.3.3 Numerical Method for Solving General Probability Density Evolution Equation

    5.4 Seismic Reliability Analysis of Structures

    References

    6 Seismic Reliability Analysis of Engineering Network(I)--Connectivity Reliability

    6.1 Introduction

    6.2 Foundation of System Reliability Analysis

    6.2.1 Basic Concepts of Graph Theory

    6.2.2 Structural Function of Network Systems

    6.. Reliability of Simple Network System

    6.3 Minimal Path Algorithm

    6.3.1 Adjacent Matrix Algorithm

    6.3.2 Depth First Search Algorithm

    6.3.3 Breadth First Search Algorithm

    6.4 Disjoint Minimal Path Algorithm

    6.4.1 Reliability Evaluation of Network System and Its Complexity

    6.4.2 Disjoint Minimal Path Algorithm

    6.4.3 Reliability Analysis Based on DMP Algorithm

    6.5 Recursive Decoition Algorithm

    6.5.1 Related Theorems

    6.5.2 RDA for Edge-Weighted Network

    6.5.3 RDA for Node-Weighted Network

    6.6 Cut-Based Recursive Decoition Algorithm

    6.6.1 Minimal Cut Searching Algorithm

    6.6.2 Cut-Based Recursive Decoition Algorithm

    6.7 Reliability Analysis of Network with Dependent Failure

    6.8 Monte Carlo Simulation Method

    References

    7 Seismic Reliability Analysis of Engineering Network (II)--The Functional Reliability

    7.1 Introduction

    7.2 Functional Analysis of Water Supply Network

    7.3 Functional Analysis of Water Supply Network with Leakage

    7.3.1 Hydraulic equation of water supply network with leakage

    7.3.2 Analysis method

    7.4 Seismic Functional Reliability Analysis of Water Supply Network

    References

    8 Aseismic Optimal Design ofLifeline Networks

    8.1 Introduction

    8.2 Network Topology Optimization Based on Connectivity Reliability

    8.2.1 Topology Optimization Model

    8.2.2 Genetic Algorithm

    8.. Examples

    8.3 Topology Optimization of Water Supply Network

    8.3.1 Optimization Model

    8.3.2 Algorithms for Seismic Topology Optimization

    8.3.3 EXamples

    References

    9 Simulation and Control of Coite Lifeline System

    9.1 Introduction

    9.2 Disaster Response Simulation ofCoite Lifeline System

    9.2.1 Fundamentals of Discrete Event Dynamic Simulation

    9.2.2 Simulation of Coite Lifeline Engineering System

    9.. Disaster Simulation Model of Coite Lifeline System

    9.2.4 Simulation Convergence Criteria and Simulation Statistics

    9.3 Petri Net Model for Disaster Simulation of Coite Lifeline System

    9.3.1 Classic Petri Net

    9.3.2 Non-Autonomous Colored Petri Net

    9.3.3 Seismic Disaster Simulation of Coite Lifeline System

    9.4 Case Study on Seismic Disaster Simulation

    9.5 Urban Earthquake Disaster Field Control

    9.5.1 System ControlBased on Structural Behavior

    9.5.2 System Control Based on Investment Behavior

    9.5.3 Case Study

    References

    Appendix A: Boolean Algebra Basic

    Appendix B: Seismic Reliability Analysis of Transformer Substation

    Appendix C: Seismic Secondary Fire Analysis

    Bibliography

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