生命线工程网络系统抗震可靠性分析方法综述
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摘要
生命线工程系统地震反应分析的一个重要任务是计算系统的抗震可靠度,因此,寻找一种高效合适的系统可靠性分析方法至关重要。对生命线工程网络系统抗震可靠性分析中目前常用的几种算法进行了系统的比较、分析和综述。
Reliability calculation of the lifeline system in earthquake is very important.It is urgent to find an efficient evaluation method for system reliability.The paper is a summary report of algorithms for the seismic system reliability of lifeline networks.These algorithms were compared,analyzed and summarized in the paper.
Reliability calculation of the lifeline system in earthquake is very important.It is urgent to find an efficient evaluation method for system reliability.The paper is a summary report of algorithms for the seismic system reliability of lifeline networks.These algorithms were compared,analyzed and summarized in the paper.
引文
[1]李杰,李国强.地震工程学导论[M].北京:地震出版社,1992.
[2]曹晋华,程侃.可靠性数学引论[M].北京:科学出版社,1986:88-128.
[3]卢开澄,卢华明.图论及其应用[M].北京:清华大学出版社,1995.
[4]李杰.生命线工程抗震基础理论与应用[M].北京:科学出版社,2005.
[5]李桂青,霍达,王东炜.城市建筑网络系统抗震可靠性分析[M].北京:地震出版社,1994:92-139.
[6]梅启智,廖炯生,孙惠中.系统可靠性工程[M].北京:科学出版社,1987:100-110,353-388,79-98.
[7]Aggarwal K K,Misra K B.A fast algorithm for reliability evaluation[J].IEEE Trans.Reliability,1975,R-24(1):83-85.
[8]Dotson W P,Gobien J O.Anewanalysis technique for probability graphs[J].IEEE Trans,Reliability,Circuits&Systems,1979,(28):855-865.
[9]Yoo Y B,Narsingh Deo.A comparison of algorithms for terminal-pair reliability[J].IEEE Trans,Reliability,1988,R-37(2):210-215.
[10]Don Torrieri.Calculation of node-pair reliability in large networks with unreliable nodes[J].IEEE Trans,Reliability,1994,R-43(3):375-377.
[11]Jie Li,Jun He.Arecursive decomposition algorithm for network seismic reliability evaluation[J].Earthquake Engng struct Dyn,2002,(31):1525-1539.
[12]Lee C.Representation of switching circuits by binary decision diagrams[J].Bell Syst.Tech.J.,1959,(38):985-999.
[13]Akers S B.Binary decision diagrams[J].IEEE Trans,Computer,1979,28(6):509-516.
[14]Bryant R E.Graph-based algorithms for Boolean function manipulation[J].IEEE Trans.Computers.1986,C-35(8):677-691.
[15]Brace K S,Rudell R E,Bryant R E.Efficient implementation of an OBDD package[EB/OL].Proc.27th ACM/IEEE Design Automation Conf.1990.40-45.
[16]friedman S L,Supowit K J.Finding optimal variable ordering for binary decision diagrams[J].IEEE Trans.Computers,1990,39(5):710-713.
[17]Sy-Yen Kuo,Shyue-Kung Lu,Fu-Min Yeh.Determining terminal-pair reliability based on edge expansion diagrams using OBDD[J].IEEETrans.Reliability,1999,R-48(3):234-246.
[18]Chen Lingli,Li Jie,Xu Chenghao.Seismic reliability optimization for water supply network[C]//,Proceedings of the 9th Conference on Computingin Civil and Engineering,2002.
[19]Shinozuka M,Tan R Y,Koibe T.Serviceability of water transmission systems under seismic risk[C]//.The Current State of Knowledge of LifelineEarthquake Engineering.Proc.of 2nd Specialty Conference of TCLEE.ASCE,97—110,1981.
[20]Amari S V,Misra R B.Dynamic Reliability Analysis of Coherent Multistate Systems[J].IEEE Trans.Reliability,1997.R-46:460—461.
[21]Chen Huai,Li Jie,Sun Zengshou.Seismic reliability analysis of pipeline system[J].Journal of Southern University,1995,11(1):687—692.
[22]Kuo S,Lu S,Yeh F.Determining teminal-pair reliability based on edge expansion diagrams using OBDD[J].IEEE.Trans.Reliability,1999,R-48:234—246.
[23]Li J,He J.Reliability analysis of power engineering system with identical seismic risk[J],Risk and Reliability.Trends in Engineering IABSE.2001,483—488.
[24]Lieber D,Nemirovskii A,Rubinstein R Y.Afast Monte Carlo method for evaluating reliability indexes[J].IEEE Trans.Reliability,1999.R-48:256-261.
[25]Luo T,Trivedi K S.An Improved Algorithm for Coherent-System Reliability[J].IEEE Trans.Reliability,1998,R-47:73—78.
[26]Michael O Ball.Computational Complexity of Netwok Reliability Analysis:An Overview[J].IEEE Trans.Reliability,1988,R-45:230—239.
[27]Singh H,Vaithilingam S.Terminal reliability using binary decision diagrams[J].Microelectronic Reliability,1996.36:363—365.
[28]Gupta R,Bhave P B.Reliability-based design of water-distribution systems[J].J.Environment Engineering.ASCE,1996.122(1):51-54.
[29]Hosoi Y,Kido Y.Comparative reliability analysis of the distribution areas of a water supply systemand its application for an earthquake risk analy-sis[J].Water Science and Technology:Water Supply,IWA,2001,217-226.
[30]Hwang H,Zhou X Y,Hu Y X,Shinozuka M.Comparision of American and Chinese Methodologies for evaluating seismic performance of water de-livery system[J].Optimizing Poet-earthquake Lifeline system reliability,2000,343-350.
[31]Zhao Y Tetsuro O.A general procedure for first/second-order reliability method(FORM/SORM)[J].Journal of Structural Safety,1999.21:95-112.
[32]廖炯生.网络可靠度的不交型算法[J],宇航学报,1982(3):51-56.
[33]何军,李杰.大型生命线工程抗震可靠度分析的递推分解算法[J].同济大学学报,2001,29(7):757-762.
[34]包元锋,李杰.生命线工程网络抗震可靠性分析方法的比较研究[J].防灾减灾工程学报,2004,24(2):139-148.
[35]武小悦,沙基昌.网络可靠度分析全概率分解法的计算机算法[J].系统工程与电子技术,1998,(6):71-73.
[36]赵成刚,冯启民,张其浩,等.生命线地震工程[M].北京:地震出版社,1994.
[37]陈玲俐,李杰.遗传算法在管径优化中的应用[J].结构工程师,2001,59.
[38]陈玲俐,李杰.供水管网渗漏分析研究[J].地震工程与工程振动,2003,23(1):115—121.
[39]陈玲俐,李杰.供水管线震害量化参数——渗漏面积的估算方法[J].自然灾害学报,2003,12(1):69—72.
[40]陈玲俐,李杰,叶志明.震后特殊供水状态下的供水管网水力分析[J].自然灾害学报,2004,13(3):89—94.
[41]陈玲俐.城市供水系统抗震功能分析与优化[D].上海:同济大学,2002.
[42]冯启民,高惠瑛.供水系统功能失效分析[J].地震工程与工程振动,2000,20(4).
[43]严煦世,赵洪宾.给水管网理论与计算[M].北京:中国建筑工业出版社,1986.
[44]何军,李杰.大型相关失效工程网络系统可靠度的近似计算法[J].计算力学学报,2003,20(3):261—266.
[45]李杰,何军,李天.大型电力网络系统抗震可靠度分析[J].哈尔滨建筑大学学报,2002,35(1).
[46]孙艳蕊,张祥德.利用二分决策图计算网络可靠度的一个有效算法[J].东北大学学报,1998,(5):543—545.
[47]武小悦,沙基昌.网络系统可靠度的BDD算法[J].系统工程与电子技术,1999,(7):72—73.
[48]吴世伟编著.结构可靠度分析[M].北京:中国建筑工业出版社,1984.
[49]宋建学,李杰.震后城市交通系统连通性模拟[J].自然灾害学报,1996,5(1):73—78.
[50]江建华,黄勤勇,李杰.上海市交通系统抗震可靠度分析[J].工程抗震,2001,(2):39—43.
[2]曹晋华,程侃.可靠性数学引论[M].北京:科学出版社,1986:88-128.
[3]卢开澄,卢华明.图论及其应用[M].北京:清华大学出版社,1995.
[4]李杰.生命线工程抗震基础理论与应用[M].北京:科学出版社,2005.
[5]李桂青,霍达,王东炜.城市建筑网络系统抗震可靠性分析[M].北京:地震出版社,1994:92-139.
[6]梅启智,廖炯生,孙惠中.系统可靠性工程[M].北京:科学出版社,1987:100-110,353-388,79-98.
[7]Aggarwal K K,Misra K B.A fast algorithm for reliability evaluation[J].IEEE Trans.Reliability,1975,R-24(1):83-85.
[8]Dotson W P,Gobien J O.Anewanalysis technique for probability graphs[J].IEEE Trans,Reliability,Circuits&Systems,1979,(28):855-865.
[9]Yoo Y B,Narsingh Deo.A comparison of algorithms for terminal-pair reliability[J].IEEE Trans,Reliability,1988,R-37(2):210-215.
[10]Don Torrieri.Calculation of node-pair reliability in large networks with unreliable nodes[J].IEEE Trans,Reliability,1994,R-43(3):375-377.
[11]Jie Li,Jun He.Arecursive decomposition algorithm for network seismic reliability evaluation[J].Earthquake Engng struct Dyn,2002,(31):1525-1539.
[12]Lee C.Representation of switching circuits by binary decision diagrams[J].Bell Syst.Tech.J.,1959,(38):985-999.
[13]Akers S B.Binary decision diagrams[J].IEEE Trans,Computer,1979,28(6):509-516.
[14]Bryant R E.Graph-based algorithms for Boolean function manipulation[J].IEEE Trans.Computers.1986,C-35(8):677-691.
[15]Brace K S,Rudell R E,Bryant R E.Efficient implementation of an OBDD package[EB/OL].Proc.27th ACM/IEEE Design Automation Conf.1990.40-45.
[16]friedman S L,Supowit K J.Finding optimal variable ordering for binary decision diagrams[J].IEEE Trans.Computers,1990,39(5):710-713.
[17]Sy-Yen Kuo,Shyue-Kung Lu,Fu-Min Yeh.Determining terminal-pair reliability based on edge expansion diagrams using OBDD[J].IEEETrans.Reliability,1999,R-48(3):234-246.
[18]Chen Lingli,Li Jie,Xu Chenghao.Seismic reliability optimization for water supply network[C]//,Proceedings of the 9th Conference on Computingin Civil and Engineering,2002.
[19]Shinozuka M,Tan R Y,Koibe T.Serviceability of water transmission systems under seismic risk[C]//.The Current State of Knowledge of LifelineEarthquake Engineering.Proc.of 2nd Specialty Conference of TCLEE.ASCE,97—110,1981.
[20]Amari S V,Misra R B.Dynamic Reliability Analysis of Coherent Multistate Systems[J].IEEE Trans.Reliability,1997.R-46:460—461.
[21]Chen Huai,Li Jie,Sun Zengshou.Seismic reliability analysis of pipeline system[J].Journal of Southern University,1995,11(1):687—692.
[22]Kuo S,Lu S,Yeh F.Determining teminal-pair reliability based on edge expansion diagrams using OBDD[J].IEEE.Trans.Reliability,1999,R-48:234—246.
[23]Li J,He J.Reliability analysis of power engineering system with identical seismic risk[J],Risk and Reliability.Trends in Engineering IABSE.2001,483—488.
[24]Lieber D,Nemirovskii A,Rubinstein R Y.Afast Monte Carlo method for evaluating reliability indexes[J].IEEE Trans.Reliability,1999.R-48:256-261.
[25]Luo T,Trivedi K S.An Improved Algorithm for Coherent-System Reliability[J].IEEE Trans.Reliability,1998,R-47:73—78.
[26]Michael O Ball.Computational Complexity of Netwok Reliability Analysis:An Overview[J].IEEE Trans.Reliability,1988,R-45:230—239.
[27]Singh H,Vaithilingam S.Terminal reliability using binary decision diagrams[J].Microelectronic Reliability,1996.36:363—365.
[28]Gupta R,Bhave P B.Reliability-based design of water-distribution systems[J].J.Environment Engineering.ASCE,1996.122(1):51-54.
[29]Hosoi Y,Kido Y.Comparative reliability analysis of the distribution areas of a water supply systemand its application for an earthquake risk analy-sis[J].Water Science and Technology:Water Supply,IWA,2001,217-226.
[30]Hwang H,Zhou X Y,Hu Y X,Shinozuka M.Comparision of American and Chinese Methodologies for evaluating seismic performance of water de-livery system[J].Optimizing Poet-earthquake Lifeline system reliability,2000,343-350.
[31]Zhao Y Tetsuro O.A general procedure for first/second-order reliability method(FORM/SORM)[J].Journal of Structural Safety,1999.21:95-112.
[32]廖炯生.网络可靠度的不交型算法[J],宇航学报,1982(3):51-56.
[33]何军,李杰.大型生命线工程抗震可靠度分析的递推分解算法[J].同济大学学报,2001,29(7):757-762.
[34]包元锋,李杰.生命线工程网络抗震可靠性分析方法的比较研究[J].防灾减灾工程学报,2004,24(2):139-148.
[35]武小悦,沙基昌.网络可靠度分析全概率分解法的计算机算法[J].系统工程与电子技术,1998,(6):71-73.
[36]赵成刚,冯启民,张其浩,等.生命线地震工程[M].北京:地震出版社,1994.
[37]陈玲俐,李杰.遗传算法在管径优化中的应用[J].结构工程师,2001,59.
[38]陈玲俐,李杰.供水管网渗漏分析研究[J].地震工程与工程振动,2003,23(1):115—121.
[39]陈玲俐,李杰.供水管线震害量化参数——渗漏面积的估算方法[J].自然灾害学报,2003,12(1):69—72.
[40]陈玲俐,李杰,叶志明.震后特殊供水状态下的供水管网水力分析[J].自然灾害学报,2004,13(3):89—94.
[41]陈玲俐.城市供水系统抗震功能分析与优化[D].上海:同济大学,2002.
[42]冯启民,高惠瑛.供水系统功能失效分析[J].地震工程与工程振动,2000,20(4).
[43]严煦世,赵洪宾.给水管网理论与计算[M].北京:中国建筑工业出版社,1986.
[44]何军,李杰.大型相关失效工程网络系统可靠度的近似计算法[J].计算力学学报,2003,20(3):261—266.
[45]李杰,何军,李天.大型电力网络系统抗震可靠度分析[J].哈尔滨建筑大学学报,2002,35(1).
[46]孙艳蕊,张祥德.利用二分决策图计算网络可靠度的一个有效算法[J].东北大学学报,1998,(5):543—545.
[47]武小悦,沙基昌.网络系统可靠度的BDD算法[J].系统工程与电子技术,1999,(7):72—73.
[48]吴世伟编著.结构可靠度分析[M].北京:中国建筑工业出版社,1984.
[49]宋建学,李杰.震后城市交通系统连通性模拟[J].自然灾害学报,1996,5(1):73—78.
[50]江建华,黄勤勇,李杰.上海市交通系统抗震可靠度分析[J].工程抗震,2001,(2):39—43.
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