直流换流阀抗震分析技术的研究
|
摘要
直流换流阀是直流输电的核心设备,它的结构抗震性能直接影响整个直流输电系统的地震安全性。而阀结构的抗震性能是阀结构设计时考虑的重要因素之一。阀结构采用避震设计,建立阀三维有限元模型,考虑铰接处旋转刚度影响,建立理想阀结构和改进阀结构模型,且对理想模型用两种程序计算。首先计算两种阀结构的动力特性,分析影响动力特性的主要因素;其次利用时程分析研究了它们在水平和竖直激励下的阀结构响应。结果表明,阀结构具有较好的避震能力,在水平地震作用下可能发生低频振荡现象,改进的阀结构改善了阀体在水平地震作用下的结构位移变形。
Thyristor valve is a key device of HVDC transmission system,its aseismic performance can directly affect the seismic safety of a whole DC system,its aseismic behavior is an important factor when designing valves.Valves' structure adopted shock absorber design.Considering impact of rotating stiffness in hinged place,three-dimensional finite element models of ideal valves and improved ones were constructed.Two procedures were used to calculate the ideal model.Firstly,the dynamic characteristics of the two models were calculated.The influence factors on their dynamic characters were discussed subsequently.Secondly,the response of them were analyzed with the time history analysis method under horizontal and vertical excitations.The results indicated that the valves have good anti-shock capacity;under horizontal earthquake,the valves may occur oscillation phenomena with lower frequencies;the improved valve structure can improve displacement deformation of the valves' body.
Thyristor valve is a key device of HVDC transmission system,its aseismic performance can directly affect the seismic safety of a whole DC system,its aseismic behavior is an important factor when designing valves.Valves' structure adopted shock absorber design.Considering impact of rotating stiffness in hinged place,three-dimensional finite element models of ideal valves and improved ones were constructed.Two procedures were used to calculate the ideal model.Firstly,the dynamic characteristics of the two models were calculated.The influence factors on their dynamic characters were discussed subsequently.Secondly,the response of them were analyzed with the time history analysis method under horizontal and vertical excitations.The results indicated that the valves have good anti-shock capacity;under horizontal earthquake,the valves may occur oscillation phenomena with lower frequencies;the improved valve structure can improve displacement deformation of the valves' body.
引文
[1]法国Areva获得中国高压直流换流阀合同[J].安徽:安徽电力科技信息,2007,(5):37.
[2]赵婉君.高压直流输电工程技术[M].北京:中国电力出版社,2004:10-16.
[3]袁清云.特高压直流输电技术现状及在我国的应用前景[J].电网技术,2005,29(14):1-3.
[4]舒印彪.中国直流输电的现状及展望[J].高压电技术,2004,30(11):1-2.
[5]Larder R A,Gallagher R P,Nilsson B.Innovative seismicdesign aspects of the Intermountain Power Project ConverterStations[J].IEEE Transactions on Power Delivery,1989,4(3):1708-1714.
[6]Wu C T,Shockley P R,Tasinga I K,et al.Thyristor ValveDesign and Type Test Program for the Intermountain PowerProject HVDC Converter Stations[C].Fourth InternationalConference on AC and DC Power Transmission,London,September,1985.IEE Conf.,Pub.,No.:255.
[7]Enblom R,Coad J N O,Berggren S.Design of HVDCconverter station equipment subject to severe seismicperformance requirements[J].IEEE Transactions on PowerDelivery,1993,8(4):1766-1772.
[8]Coad J N O,Sharpe R D.A Performance Specification for theSeismic Design of the DC Hybrid Link,New Zealand[C].Pacific Earthquake Engi neering Conference,November,1991.
[9]Kim C K,Jang G.Development of Jeju-Haenam HVDCsystem model for dynamic performance study[J].International Journal of Electrical Power&Energy Systems,2006,28(8):570-580.
[10]Ekstrom Ake,Eklund Lars,HVDC Thyristor ValveDevelopment[J].IEEE Transactions on Power Electronics,1987,PE-2(3):177-185.
[11]Berggren S,Nilsson B,Olsson K E,Weimers L.A newconcept for mechanical design of thyristor valves for HVDC[C].Presented at the CIGRE Session September 1-9,1982.
[12]McBean R P,Escalante L E,Shively A W.IntermountainPower Project Seismic Criteria[J].Journal of TechnicalTopics in Civil Engineering,ASCE,1983,109:73-87.
[13]Fallgren R B,Jennings P C,Smith F L,et al.A seismicDesign Criteria for Electrical Facilities[J].Journal of thePower Division,ASCE,1974,100:01.
[14]Substations Committee of the IEEE Power EngineeringSociety.IEEE Std693TM-2005IEEE Recommended Practicefor Seismic Design of Substations[S].New York:Institute ofElectrical and Electronics Engineers,Inc,2006.
[15]Chopra A K.Dynamics of Structures:Theory and applicationsto Earthquake Engineering[M].Beijing:Tsinghua UniversityPress,2005.
[16]Morison B F,Neuss C F,Kasai K.The ComparativePerformance of Seismic Response Spectrum Combination inBuilding Analysis[J].Earthquake Engineering and StructuralDynamics,1983,11:623-647.
[17]Levy S,Wilkinson J P D.Generation of Artificial TimeHistories,Rich in All Frequencies,from Given ResponseSpectra[J].Nuclear Engineering and Design,1979,38:241-251.
[18]Wilson E L.Three dimensional static and dynamic analysis ofstructures:a physical approach with emphasis on earthquakeengineering[Z].Berkley,Califormia:Computers andStructure,Inc,2002.
[19]刘鹏程,林皋,金春山.考虑地震环境的人造地震动合成方法[J].地震工程与工程振动,1992,12(4):9-15.
[20]张郁山.希尔伯特-黄变换与地震动时程的希尔伯特谱[D].北京:中国地震局地球物理研究所,2003.
[21]赵风新,张郁山.人造地震动反应谱拟合的窄带时程叠加法[J].工程力学,2007,24(4):87-91.
[22]GB50267-97,电厂抗震设计规范[S].
[23]McBean R P,Escalante L E,Shively A W.IntermountainPower Project Seismic Criteria[J].Journal of TechnicalTopics in Civil Engineering,ASCE,1983,109,73-87.
[24]GB50260-96,电气设施抗震设计规范[S].
[2]赵婉君.高压直流输电工程技术[M].北京:中国电力出版社,2004:10-16.
[3]袁清云.特高压直流输电技术现状及在我国的应用前景[J].电网技术,2005,29(14):1-3.
[4]舒印彪.中国直流输电的现状及展望[J].高压电技术,2004,30(11):1-2.
[5]Larder R A,Gallagher R P,Nilsson B.Innovative seismicdesign aspects of the Intermountain Power Project ConverterStations[J].IEEE Transactions on Power Delivery,1989,4(3):1708-1714.
[6]Wu C T,Shockley P R,Tasinga I K,et al.Thyristor ValveDesign and Type Test Program for the Intermountain PowerProject HVDC Converter Stations[C].Fourth InternationalConference on AC and DC Power Transmission,London,September,1985.IEE Conf.,Pub.,No.:255.
[7]Enblom R,Coad J N O,Berggren S.Design of HVDCconverter station equipment subject to severe seismicperformance requirements[J].IEEE Transactions on PowerDelivery,1993,8(4):1766-1772.
[8]Coad J N O,Sharpe R D.A Performance Specification for theSeismic Design of the DC Hybrid Link,New Zealand[C].Pacific Earthquake Engi neering Conference,November,1991.
[9]Kim C K,Jang G.Development of Jeju-Haenam HVDCsystem model for dynamic performance study[J].International Journal of Electrical Power&Energy Systems,2006,28(8):570-580.
[10]Ekstrom Ake,Eklund Lars,HVDC Thyristor ValveDevelopment[J].IEEE Transactions on Power Electronics,1987,PE-2(3):177-185.
[11]Berggren S,Nilsson B,Olsson K E,Weimers L.A newconcept for mechanical design of thyristor valves for HVDC[C].Presented at the CIGRE Session September 1-9,1982.
[12]McBean R P,Escalante L E,Shively A W.IntermountainPower Project Seismic Criteria[J].Journal of TechnicalTopics in Civil Engineering,ASCE,1983,109:73-87.
[13]Fallgren R B,Jennings P C,Smith F L,et al.A seismicDesign Criteria for Electrical Facilities[J].Journal of thePower Division,ASCE,1974,100:01.
[14]Substations Committee of the IEEE Power EngineeringSociety.IEEE Std693TM-2005IEEE Recommended Practicefor Seismic Design of Substations[S].New York:Institute ofElectrical and Electronics Engineers,Inc,2006.
[15]Chopra A K.Dynamics of Structures:Theory and applicationsto Earthquake Engineering[M].Beijing:Tsinghua UniversityPress,2005.
[16]Morison B F,Neuss C F,Kasai K.The ComparativePerformance of Seismic Response Spectrum Combination inBuilding Analysis[J].Earthquake Engineering and StructuralDynamics,1983,11:623-647.
[17]Levy S,Wilkinson J P D.Generation of Artificial TimeHistories,Rich in All Frequencies,from Given ResponseSpectra[J].Nuclear Engineering and Design,1979,38:241-251.
[18]Wilson E L.Three dimensional static and dynamic analysis ofstructures:a physical approach with emphasis on earthquakeengineering[Z].Berkley,Califormia:Computers andStructure,Inc,2002.
[19]刘鹏程,林皋,金春山.考虑地震环境的人造地震动合成方法[J].地震工程与工程振动,1992,12(4):9-15.
[20]张郁山.希尔伯特-黄变换与地震动时程的希尔伯特谱[D].北京:中国地震局地球物理研究所,2003.
[21]赵风新,张郁山.人造地震动反应谱拟合的窄带时程叠加法[J].工程力学,2007,24(4):87-91.
[22]GB50267-97,电厂抗震设计规范[S].
[23]McBean R P,Escalante L E,Shively A W.IntermountainPower Project Seismic Criteria[J].Journal of TechnicalTopics in Civil Engineering,ASCE,1983,109,73-87.
[24]GB50260-96,电气设施抗震设计规范[S].
版权所有：© 2023 中国地质图书馆 中国地质调查局地学文献中心