引文
[1]李宏男,胡大柱,黄连状.地震作用下输电塔体系塑性极限状态分析[J].中国电机工程学报,2006,26(24):192-199.LI Hongnan,HU Dazhu,HUANG Lianzhuang.Plastic limit analysis of the transmission tower system subjected to earthquake action[J].Proceedings of the CSEE,2006,26(24):192-199.
[2]孙才新,蒋兴良,熊启新,等.导线覆冰及其干湿增长临界条件分析[J].中国电机工程学报,2003,23(3):141-145.SUN Caixin,JIANG Xingliang,XIONG Qixin,et al.Analysis of criticalicing conditions of conductor and wet-dry growth[J].Proceedings of the CSEE,2003,23(3):141-145.
[3]Ang A H S,Pires J,Villaverde R,et al.Seismic probabilistic reliability assessment of electric power transmission systems[J].Reliability Engineering and System Safety,1996,51(1):7-22.
[4]Vanzi I.Seismic reliability of electric power networks:methodology and application[J].Structural Safety,1996,18(4):311-327.
[5]Liu G Y,Liu C W,Wang Y J.A study on seismic response and vulnerability of electric power system[C]∥Second Proceeding of Japan-Taiwan Workshop on Lifeline Performance and Disaster Mitigation.Kobe,Japan:Japan-Taiwan Workshop,2002:176-183.
[6]李桂荣,郭恩栋,朱敏.供电系统抗震性能分析[J].世界地震工程,2004,20(4):107-111.LI Guirong,GUO Endong,ZHU Min.Analysis of seismic resistance behavior of electric power supply system[J].World Earthquake Engineering,2004,20(4):107-111.
[7]曹枚根,周福霖,徐忠根,等.大跨越输电塔线体系减震控制分析研究[J].电网技术,2007,31(14):45-51.CAO Meigen,ZHOU Fulin,XU Zhonggen,et al.Research on seismic control of large crossing transmission towers for transmission lines[J].Power System Technology,2007,31(14):45-51.
[8]杨少勇,赵建国.电力系统地震灾害预防技术综述[J].电网技术,2010,34(8):57-63.YANG Shaoyong,ZHAO Jianguo.An overview on prevention technology of earthquake disaster for power grids[J].Power System Technology,2010,34(8):57-63.
[9]谢强,管政,严承涌.1 000 kV输电塔横风向振动风洞试验研究[J].电网技术,2011,35(5):21-26.XIE Qiang,GUAN Zheng,YAN Chengyong.Wind tunnel test on across-wind vibration of 1 000 kV UHV transmission tower[J].Power System Technology,2011,35(5):21-26.
[10]秦庆芝,谢强,刘学军,等.1 000 kV输电铁塔抗震设计及振动台试验研究[J].电力建设,2013,34(12):24-27.QIN Qingzhi,XIE Qiang,LIU Xuejun,et al.Shaking table test and seism design of 1 000 kV transmission tower[J].Electric Power Construction,2013,34(12):24-27.
[11]谢强,白杰,薛松涛.特高压交流同塔双回输电塔地震模拟振动台试验[J].高电压技术,2012,38(6):1410-1419.XIE Qiang,BAI Jie,XUE Songtao.Shake table test on UHV AC double circuit transmission tower[J].High Voltage Engineering,2012,38(6):1410-1419.
[12]汪大海,李杰,谢强.大跨越输电线路风振动张力模型[J].中国电机工程学报,2009,29(28):122-128.WANG Dahai,LI Jie,XIE Qiang.Dynamic tension model for wind-induced vibration of long spanned transmission line[J].Proceedings of the CSEE,2009,29(28):122-128.
[13]贺海磊,谢强,郭剑波.电气设备的地震灾害易损性分析[J].电网技术,2011,35(4):25-28.HE Hailei,XIE Qiang,GUO Jianbo.Vulnerability analysis of power equipments caused by earthquake disaster[J].Power System Technology,2011,35(4):25-28.
[14]全伟,李宏男,岳茂光.多点激励下输电塔-导线体系纵向地震反应分析[J].振动与冲击,2008,27(10):75-80.QUAN Wei,LI Hongnan,YUE Maoguang.Longitudinal response of transmission tower-line system under multiple support excitations[J].Journal of Vibration and Shock,2008,27(10):75-80.
[15]田利,李宏男,黄连壮.多点激励下输电塔-线体系的侧向地震反应分析[J].中国电机工程学报,2008,28(16):108-114.TIAN Li,LI Hongnan,HUANG Lianzhuang.Lateral response of transmission tower-line system under multiple support excitations[J].Proceedings of the CSEE,2008,28(16):108-114.
[16]Chakir A,Koch H.Seismic calculations of directly buried gas-insulated transmission lines(GIL)[C]∥Transmission and Distribution Conference and Exhibition 2002.[S.l.]:IEEE/PES,2002:1026-1029.
[17]帅健,吕英民.埋地管道的平稳随机振动[J].石油大学学报:自然科学版,1999,23(4):65-70.SHUAI Jian,LüYingmin.Stationary random vibrations of buried pipelines[J].Journal of Petroleum University:Natural Science Edition,1999,23(4):65-70.
[18]帅健,许葵.埋地管道的非平稳随机振动[J].工程力学,2002,19(5):130-134.SHUAI Jian,XU Kui.Non stationary random vibrations of buried pipelines[J].Engineering Mechanics,2002,19(5):130-134.
[19]姚煜中.充液管道动力学建模与振动特性分析[D].上海:上海交通大学,2011:50-73.YAO Yuzhong.Analysis of fluid-filled pipe dynamic modeling and vibration characteristic[D].Shanghai,China:Shanghai Jiao Tong University,2011:50-73.
[20]李旭,鞠彦忠,李霞.高压断路器的抗震性能分析[J].华东电力,2009(4):618-621.LI Xu,JU Yanzhong,LI Xia.Analysis of the seismic performance of high voltage circuit breaker[J].East China Electric Power,2009(4):618-621.
[21]梁君,赵登峰.模态分析方法综述[J].现代制造工程,2006(8):139-141.LIANG Jun,ZHAO Dengfeng.Summary of the model analysis method[J].Modern Manufacturing Engineering,2006(8):139-141.
[22]王欣欣.求解对称矩阵特征值问题的Lanczos算法的改进及分析[D].哈尔滨:哈尔滨工业大学,2008:2-30.WANG Xinxin.An improvement and analysis of the Lanczos algorithm for symmetric matrices eigenproblem[D].Harbin,China:Harbin Institute of Technology,2008:2-30.
[23]Clough R,Penzien J.结构动力学[M].王光远,译.北京:高等教育出版社,2006:135-227.Clough R,Penzien J.Structural dynamics[M].WANG Guangyuan,translated.Beijing,China:Higher Education Press,2006:135-227.
[24]刘庆林.传统反应谱CQC法研究与改进[D].杭州:浙江大学,2007:6-19.LIU Qinglin.Research and improvement on traditional response spectrum CQC method[D].Hangzhou,China:Zhejiang University,2007:6-19.
[25]赵广敏.先简支后连续桥梁结构受力性能时间历程分析[D].北京:北京交通大学,2009:30-34.ZHAO Guangmin.The time-dependent analysis on the mechanical properties of precast prestressed bridge girders made continuous[D].Beijing,China:Beijing Jiaotong University,2009:30-34.
[26]吴小峰,孙启国,狄杰建,等.抗震分析反应谱法和时程分析法数值仿真比较[J].西北地震学报,2011,33(3):275-278.WU Xiaofeng,SUN Qiguo,DI Jiejian,et al.Comparison of numerical simulation between response spectrum analysis and time history analysis[J].Northwestern Seismological Journal,2011,33(3):275-278.
[27]GB 50260—2013电力设施抗震设计规范[S].北京:中国计划出版社,2013.GB 50260—2013 Code for seismic design of electrical installations[S].Beijing,China:China Planning Press,2013.