变电站抗震性能研究综述
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摘要
概述了变电站的结构特点,分析了变电站建筑物及电气设备的震害特点,并对国内外研究发展状况作了简要的介绍,对变电站抗震性能研究的未来发展趋势作了预测和展望。
In this paper,the structure property of substation is summarized,seismic damage of structure and electrical equipment are analyzed,and seismic performance of substation at home and aboard are reviewed.Finally,recommendations are given for development trends of substation seismic performance research.
In this paper,the structure property of substation is summarized,seismic damage of structure and electrical equipment are analyzed,and seismic performance of substation at home and aboard are reviewed.Finally,recommendations are given for development trends of substation seismic performance research.
引文
[1]张文勤.电力系统基础[M].北京:中国电力出版社,1998
[2]柳春光,林皋,李宏男,等.生命线地震工程导论[M].大连:大连理工大学出版社,2005
[3]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):7~11
[4]王永滋.变电所所址选择与总布置[M].北京:水利电力出版社,1986
[5]赵成刚,冯启民.生命线地震工程[M].北京:地震出版社,1994
[6]Soong T T,Spencer B T,Active J R.Semi-Active andHybrid Control of Structures[A].Proc.of 12thWorldConference of Earthquake Engineering[C].Auckland,NewZealand,2000:2834
[7]IEEE Standard 693,IEEE Recommended Practice forSeismic Design of Substations[S].Institute of Electrical andElectronic Engineers,Inc.,345 East 47thStreet,NewYork,NY,10017,USA,1997
[8]FEMA.FEMA Earthquake Loss Estimation Methodology-HAZUS99[R].Technical Manual.Federal EmergencyManagement Agency,USA,1997
[9]Shinozuka M,Tanaka S.Effects of Lifelines Interactionunder seismic conditions[A].Proc.Of 11thWorldConference of Earthquake Engineering[C].Mexico,1996
[10]Vanzi I.Seismic reliability of electric power networks:methodology and application[J].Structure Safety,1996,(4):311~327
[11]Song Junho,Der Kiureghian Armen,Reliability of ElectricalSubstation Equipment Connected by Rigid Bus[A].13thWCEE,Canada,2004:106
[12]Cagnan Zehra,Davidson Rachel,Post-EarthquakeRestoration Modeling of Electric Power Systems[A].13thWCEE,Canada,2004:109
[13]Dastous J-B,Pierre J R.Experimental investigation on thedynamic behavior of flexible conductors between substationequipment during an earthquake[J].IEEE Transactions onPower Delivery,1996
[14]HHMHwang,Chou T.Evaluation of Seismic Performanceof an electric Substation using event tree/fault tree technique[J].Probabilistic Engineering Mechanics,1997,13(2)
[15]Filiatrault A,Kremmidas S.Seismic interaction ofinterconnected electrical substation equipment[J].Journal ofStructural Engineering,2000
[16]Bellorini S,Salvetti M,Zafferani G.Seismic qualification oftransformer high voltage bushings[J].IEEE Transactions onPower Delivery,1998
[17]Saadeghvaziri M A,Ashrafi A.Seismic Response andRehabilitation of Critical Substation Equipment[A].13thWCEE,Canada,2004:92
[18]Hong KJ,Der Kiureghian A.Interaction,Effect on Cable-Connected Electrical Equipment[A].13thWCEE,Canada,2004:186
[19]Kiureghian A D,Sackman A L,Hong KJ.Interaction ininterconnected electrical substation equipment subjected toearthquake ground motions[R].PEER1999/01,1999
[20]张其浩.电力系统地震灾害的预测及其防灾对策[R].北京:国家地震局工程力学研究所研究报告,1994
[21]张仲孝.关于提高电气设备抗震能力问题的探讨[J].工程抗震,1994(2):43~46
[22]Li jie,Jiang Jianhua.Seismic Reliability Analysis of HighVoltage Electric Installation[A].Proc.of InternationalConference on Safety,Risk and Reliability[C].Malta,2001
[23]国家地震局工程力学研究所,西北电力设计院,西安高压电瓷厂.单柱式电气设备支架动力响应放大系数试验研究报告[R].《电气设施抗震设计规范》(电气部分)专题之十一,1988
[24]李天,李杰,沈祖炎.电力系统地震灾害分析[J].世界地震工程,2000,16(4):19~24
[25]华北电力设计院有限公司.高压电气设备减震技术规定(报批稿)[S].北京:中国电力出版社,1995
[26]GB50260-96,电力设施抗震设计规范[S]
[27]杨亚弟,张其浩,等.FZ-110J型避雷器体系抗震分析[J].地震工程与工程振动,1988,8
[28]郭惠勇,张陵.电力电容器组架结构抗震性能的优化分析和计算[J].工程抗震,2002,12(4):31~36
[29]张伯艳,杜修力.500kV高压开关抗震性能计算分析[J].工程抗震,1999,(2):34~37
[30]刘晓明,曹云东.220kV高压SF6电流互感器抗震性能分析[J].变压器,2001,38(2):21~24
[31]李杰.生命线工程的研究进展与发展趋势[J].土木工程学报,2006,39(1):1~6
[32]李宏男,柳春光.生命线工程系统减灾研究趋势与展望[J].大连理工大学学报,2005,45(6):931~936
[33]苏幼坡,刘天适,刘瑞兴.生命线地震工程的研究进展[J].世界地震工程,2003,19(2):151~155
[2]柳春光,林皋,李宏男,等.生命线地震工程导论[M].大连:大连理工大学出版社,2005
[3]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):7~11
[4]王永滋.变电所所址选择与总布置[M].北京:水利电力出版社,1986
[5]赵成刚,冯启民.生命线地震工程[M].北京:地震出版社,1994
[6]Soong T T,Spencer B T,Active J R.Semi-Active andHybrid Control of Structures[A].Proc.of 12thWorldConference of Earthquake Engineering[C].Auckland,NewZealand,2000:2834
[7]IEEE Standard 693,IEEE Recommended Practice forSeismic Design of Substations[S].Institute of Electrical andElectronic Engineers,Inc.,345 East 47thStreet,NewYork,NY,10017,USA,1997
[8]FEMA.FEMA Earthquake Loss Estimation Methodology-HAZUS99[R].Technical Manual.Federal EmergencyManagement Agency,USA,1997
[9]Shinozuka M,Tanaka S.Effects of Lifelines Interactionunder seismic conditions[A].Proc.Of 11thWorldConference of Earthquake Engineering[C].Mexico,1996
[10]Vanzi I.Seismic reliability of electric power networks:methodology and application[J].Structure Safety,1996,(4):311~327
[11]Song Junho,Der Kiureghian Armen,Reliability of ElectricalSubstation Equipment Connected by Rigid Bus[A].13thWCEE,Canada,2004:106
[12]Cagnan Zehra,Davidson Rachel,Post-EarthquakeRestoration Modeling of Electric Power Systems[A].13thWCEE,Canada,2004:109
[13]Dastous J-B,Pierre J R.Experimental investigation on thedynamic behavior of flexible conductors between substationequipment during an earthquake[J].IEEE Transactions onPower Delivery,1996
[14]HHMHwang,Chou T.Evaluation of Seismic Performanceof an electric Substation using event tree/fault tree technique[J].Probabilistic Engineering Mechanics,1997,13(2)
[15]Filiatrault A,Kremmidas S.Seismic interaction ofinterconnected electrical substation equipment[J].Journal ofStructural Engineering,2000
[16]Bellorini S,Salvetti M,Zafferani G.Seismic qualification oftransformer high voltage bushings[J].IEEE Transactions onPower Delivery,1998
[17]Saadeghvaziri M A,Ashrafi A.Seismic Response andRehabilitation of Critical Substation Equipment[A].13thWCEE,Canada,2004:92
[18]Hong KJ,Der Kiureghian A.Interaction,Effect on Cable-Connected Electrical Equipment[A].13thWCEE,Canada,2004:186
[19]Kiureghian A D,Sackman A L,Hong KJ.Interaction ininterconnected electrical substation equipment subjected toearthquake ground motions[R].PEER1999/01,1999
[20]张其浩.电力系统地震灾害的预测及其防灾对策[R].北京:国家地震局工程力学研究所研究报告,1994
[21]张仲孝.关于提高电气设备抗震能力问题的探讨[J].工程抗震,1994(2):43~46
[22]Li jie,Jiang Jianhua.Seismic Reliability Analysis of HighVoltage Electric Installation[A].Proc.of InternationalConference on Safety,Risk and Reliability[C].Malta,2001
[23]国家地震局工程力学研究所,西北电力设计院,西安高压电瓷厂.单柱式电气设备支架动力响应放大系数试验研究报告[R].《电气设施抗震设计规范》(电气部分)专题之十一,1988
[24]李天,李杰,沈祖炎.电力系统地震灾害分析[J].世界地震工程,2000,16(4):19~24
[25]华北电力设计院有限公司.高压电气设备减震技术规定(报批稿)[S].北京:中国电力出版社,1995
[26]GB50260-96,电力设施抗震设计规范[S]
[27]杨亚弟,张其浩,等.FZ-110J型避雷器体系抗震分析[J].地震工程与工程振动,1988,8
[28]郭惠勇,张陵.电力电容器组架结构抗震性能的优化分析和计算[J].工程抗震,2002,12(4):31~36
[29]张伯艳,杜修力.500kV高压开关抗震性能计算分析[J].工程抗震,1999,(2):34~37
[30]刘晓明,曹云东.220kV高压SF6电流互感器抗震性能分析[J].变压器,2001,38(2):21~24
[31]李杰.生命线工程的研究进展与发展趋势[J].土木工程学报,2006,39(1):1~6
[32]李宏男,柳春光.生命线工程系统减灾研究趋势与展望[J].大连理工大学学报,2005,45(6):931~936
[33]苏幼坡,刘天适,刘瑞兴.生命线地震工程的研究进展[J].世界地震工程,2003,19(2):151~155
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