《生命線工程系統網路可靠性分析與抗震設計》是2021年上海科學技術出版社出版的圖書。
基本介紹
- 中文名：生命線工程系統網路可靠性分析與抗震設計
- 作者：李傑//劉威
- 出版時間：2021年
- 出版社：上海科學技術童出版社
- ISBN：9787547854167
- 類別：建築結構
- 開本：16 開
- 裝幀：平裝-膠訂
內容簡介,圖書目錄,作者簡介,
內容簡介
本書全面介紹了生命線系統網路分析和抗震設計的相關內容和研究進展，突破了傳統研究思路中重結構輕網路、重連通輕功能、重分析輕設計的問題，構建了從結構分析到網路功能分析再到網路設計的研究思路，在國際上首次實現了生命線工程網路連通可靠度的高效精確的遞推分解算法、地震下帶滲漏工作供水網路功能可靠度的精細化分析方法、生命線工程網路抗震最佳化設計以及複合生命線網路建模和仿真。研究成果對於生命線工程領域的研究和工程套用具有重要意義。利用上述理論研究成果，進行了上海、瀋陽、鄭州等多個大型城市供水、供氣和電力系統的抗震分析和設計工作。同時，汶川地震後，成果套用於四川省都江堰、綿竹等多個受災城市的震後恢復重建之中，得到了相關單位的高度評價。
圖書目錄
1 Introduction .1
1.1Lifeline Engineering Systems1
1.2Damages of Lifeline Systems in Past Earthquakes ..3
1.3Main Content of the Book7
References ..8
2 Seismic Hazard Assessment11
2.1 Introduction ..11
2.2 Uncertainty and Probability Model ..11
2.2.1 Earthquake Occurrence Probability Model ..12
2.2.2 Potential SeismicZone .13
2.2.3 Probability Distribution Function of Earthquake Magnitude.15
2.2.4 Ground Motion Attenuation 16
2.3 Seismic Hazard Analysis Method . 17
2.3.1 Point-Source Model .17
2.3.2 Line-Source Model .20
2.3.3 Area-Source Model 21
2.3.4 Probability Distribution Function of Ground Motion Amplitude21
References23
3 Seismic Ground Motion Model . 25
3.1Introduction.25
3.2 Statistically-Based Model 26
3.2.1 Stationary and Non-stationary Processes 26
3.2.2 One-Dimensional Stochastic Process Model28
3.2.3 Random Field Model 30
3.3 Physically-Based Model .34
3.3.1 Fourier Spectral Form of One-Dimensional Ground Motion 34
3.3.2 Seismic Source Spectrum..35
3.3.3 Transfer Function of the Path 37
3.3.4 LocalSite Effect . 38
3.3.5 One-Dimensional Ground Motion Model .40
3.3.6 Physical Random Field Model of Ground Motions ..41 References .43
4 Seismic Performance Evaluation of Buried Pipelines . 45
4.1 Seismic Damage of Buried Pipelines .45
4.1.1 Pipeline Damage in Past Earthquakes ..45
4.1.2 Damage Characteristics of Buried Pipelines .46
4.1.3 Factors Affecting Buried Pipeline Damages . 47
4.1.4 Empirical Statistics of Damage Ratio 48
4.2 Seismic Response Analysis of Buried Pipelines 51
4.2.1 Pseudo-static Analysis Method .51
4.2.2 Pipeline Stress Computation 58
4.3 Seismic Response Analysis of Pipeline Networks . 60
4.4 Seismic Reliability Evaluation of Buried Pipeline 64
4.4.1 Uncertainty of Pipeline Resistance 64
4.4.2 Seismic Reliability Analysis of Buried Pipelines . 65 References.67
5 Seismic Response Analysis of Structures ..69
5.1 Structural Analysis Model 69
5.1.1 General Finite Element Model..69
5.1.2 Seismic Analysis Model of Structure-Equipment
Systems..75
5.1.3 Dynamic Analysis Model of Structure Subject to Multi-point Ground Motions .79
5.2 Deterministic Seismic Response Analysis of Structures . 81
5.2.1 Linear Acceleration Algorithm 82
5.2.2 Generalized α-Algorithm 85
5.3 Stochastic Seismic Response Analysis of Structures .88
5.3.1 Principle of Preservation of Probability. 88
5.3.2 The Generalized Probability Density Evolution Equation .90
5.3.3 Numerical Method for Solving General Probability Density Evolution Equation ..92
5.4 Seismic Reliability Analysis of Structures .96 References..99
6 Seismic Reliability Analysis of Engineering Network D—Connectivity Reliability..101
6.1 Introduction .101
6.2 Foundation of System Reliability Analysis 102
6.2.1 Basic Concepts of Graph Theory .102
6.2.2 Structural Function of Network Systems..104
6.2.3 Reliability of Simple Network System .. 107
6.3 Minimal Path Algorithm 108
6.3.1Adjacent Matrix Algorithm .108
6.3.2 Depth First Search Algorithm ..110
6.3.3 Breadth First Search Algorithm 112
6.4 Disjoint Minimal Path Algorithm 112
6.4.1 Reliability Evaluation of Network System and Its Complexity .112 6.4.2 Disjoint Minimal Path Algorithm ..114
6.4.3 Reliability Analysis Based on DMP Algorithm .116
6.5 Recursive Decomposition Algorithm .117
6.5.1 Related Theorems 117
6.5.2 RDA for Edge-Weighted Network .118
6.5.3 RDA for Node-Weighted Network .122
6.6 Cut-Based Recursive Decomposition Algorithm127
6.6.1 Minimal Cut Searching Algorithm .127
6.6.2 Cut-Based Recursive Decomposition Algorithm .129
6.7 Reliability Analysis of Network with Dependent Failure133
6.8 Monte Carlo Simulation Method 135 References .136
7 Seismic Reliability Analysis of Engineering Network (II)—The Functional Reliability .137
7.1 Introduction ．137
7.2 Functional Analysis of Water Supply Network 137
7.3 Functional Analysis of Water Supply Network with Leakage 140
7.3.1 Hydraulic equation of water supply network with leakage ..140
7.3.2 Analysis method .141
7.4 Seismic Functional Reliability Analysis of Water Supply Network 142
References..148
8 Aseismic Optimal Design ofLifeline Networks .149
8.1 Introduction .．149
8.2 Network Topology Optimization Based on Connectivity
Reliability ..150
8.2.1 Topology Optimization Model .150
8.2.2 Genetic Algorithm ..150
8.2.3 Examples ．154
8.3 Topology Optimization of Water Supply Network 155
8.3.1 Optimization Model .155
8.3.2 Algorithms for Seismic Topology Optimization.157
8.3.3 EXamples .158
References16l
9 Simulation and Control of Composite Lifeline System ..163
9.1 Introduction .. ..163
9.2 Disaster Response Simulation ofComposite Lifeline System ..165
9.2.1 Fundamentals of Discrete Event Dynamic Simulation..165
9.2.2 Simulation of Composite Lifeline Engineering System.167
9.2.3 Disaster Simulation Model of Composite Lifeline System ..168
9.2.4 Simulation Convergence Criteria and Simulation Statistics ..171
9.3 Petri Net Model for Disaster Simulation of Composite Lifeline System ..172
9.3.1 Classic Petri Net ．172
9.3.2 Non-Autonomous Colored Petri Net.174
9.3.3 Seismic Disaster Simulation of Composite Lifeline System .175
9.4 Case Study on Seismic Disaster Simulation..177
9.5 Urban Earthquake Disaster Field Control182
9.5.1 System ControlBased on Structural Behavior 182
9.5.2 System Control Based on Investment Behavior ..184
9.5.3 Case Study .186
References.191
Appendix A: Boolean Algebra Basic..．193
Appendix B: Seismic Reliability Analysis of Transformer Substation ..199
Appendix C: Seismic Secondary Fire Analysis .205
Bibliography 207
作者簡介
李傑，同濟大學特聘教授，博士生導師，上海防災救災研究所所長。1998年獲國家傑出青年科學基金，1999年入選教育部“長江學者獎勵計畫”首批特聘教授。現兼任國際結構安全性與可靠性協會（IASSAR）執委會執委、國際土木工程風險與可靠性協會(CERRA)主席團成員，Structural Safety、International Journal of Nonlinear Mechanics等刊編委，中國振動工程學會副理事長、隨機振動專業委員會主任，中國建築學會結構計算理論專業委員會主任等學術職務。長期從事結構工程、地震工程、隨機動力學和工程可靠性理論研究工作，在隨機動力學、工程結構可靠度與生命線工程研究中取得了具有國際影響力的研究成果。2015年，工程結構抗災可靠性設計的機率密度演化理論獲得國家自然科學二等獎；2014年，因在機率密度演化理論與生命線工程可靠性方面的學術成就、被美國土木工程師學會（ASCE）授予Freudenthal獎章；2013年，因在隨機動力學與生命線工程可靠性方面的學術成就、被丹麥王國奧爾堡大學授予榮譽博士學位；另外，圍繞研究方向曾獲國家科技進步獎以及上海市科技進步一等獎等科技獎勵30餘項。著有5部學術專。在國內外發表學術期刊論文400餘篇，其中SCI收錄120餘篇、EI收錄260餘篇，研究論著被引用7000餘次。劉威，博士、倫斯勒理工學院訪問學者訪問，同濟大學土木工程學院副教授。專長於生命線地震工程領域，從事生命線地震工程研究。在國內外學術期刊及國際學術會議發表研究論文70餘篇，其中SCI收錄18篇，獲上海市科學技術進步獎一等獎1項。
