多点输入下大跨输电塔结构地震反应分析研究现状
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摘要
从大跨输电塔结构的动力计算模型、地震动输入和抗震分析方法等介绍了近年来国内外多点输入问题的研究现状及存在的问题,重点针对大跨输电塔结构的特点,探讨适合输电塔结构的抗震计算方法。对如何进一步展开该领域的研究进行了初步探讨。
The status quo of and existing problems in research on multiple support excitations both at home and abroad were presented,including the vibration model for the long-span transmission tower,input of earthquake,and anti-seismic analysis.The anti-seismic calculation methods for the long-span transmission tower were discussed in detail.
The status quo of and existing problems in research on multiple support excitations both at home and abroad were presented,including the vibration model for the long-span transmission tower,input of earthquake,and anti-seismic analysis.The anti-seismic calculation methods for the long-span transmission tower were discussed in detail.
引文
[1]石文龙.大跨越输电塔体系抗震设计计算实用方法[D].沈阳:沈阳建筑工程学院,2002.
[2]梁峰,李黎,等.大跨越输电塔一线体系数值分析模型的研究[J].振动与冲击,2007(2):61-65.
[3]尹荣华,李东亮,等.高压输电塔震害及抗震研究[J].世界地震工程,2005(3):51-54.
[4]Irvine H M.Cable Structures[M].Cambridge:The MITPress,1981.
[5]Yasui H,Marukawa H,Momomura Y,et al.Analytical studyon wind-induced vibration of power transmission towers[J].Wind Eng.Ind.Aerodyn.,1999,83(2):431-441.
[6]Ghobarah A,Aziz TS,et al.Response of transmission linesto multiple support excitations[J].Eng.Struct.,1996(18):936-946.
[7]Li Hongnan,Wang Qianxin,Singh M P.Seismic response a-nalysis method for coupled system of transmission lines andtowers,Part lI:In plane[J].Earthquake Eng.And Eng.Vi-br.,1996,16(4):37-45.
[8]Li Hongnan,Wang Qianxin,Singh MP.Seismic response a-nalysis method for coupled system of transmission lines andtowers,Part I:Out of plane[J].Earthquake Eng.And Eng.Vibr.,1996,16(9):67-7.
[9]李泽.大跨越输电塔线体系地震反应分析[D].上海:同济大学,2002.
[10]虞终军,马人乐,徐荣璞.大跨度钢塔的多点地震输入反应[J].特种结构,1999(4):1-3.
[11]何运祥.大跨越输电塔的抗震及绝缘子断裂分析[D].杭州:浙江大学,2006.
[12]孙建梅.多点输入下大跨空间结构抗震性能和分析方法的研究[D].南京:东南大学,2005.
[13]李宏男,等,大跨越输电塔体系的动力特性[J].土木工程学报,1997(5).
[14]曲乃泅,等.高压输电塔抗震分析及整体稳定分析.第二届全国地震工程学术会议论文集[C].第二卷.武汉:1987,507-811.
[15]Berrah M,Kausel E.Response spectrum analysis of struc-tures subjected to spatially varying motions[J].EarthquakeEngineering&Structural Dynamics,1992(21):461-470.
[16]Berrah M,Kausel E.A model combination rule for spatiallyvarying seismic motions[J].Earthquake Engineering&Structural Dynamics,1993(22):791-800.
[17]Kiureghian A D,Neuenhofer A.Response spectrum methodfor multi-support seismic excitations[J].Earthquake Engi-neering&Structural Dynamics,1992,21(8):713-740.
[18]Kiureghian AD,Neuenhofer A.Aresponse spectrum methodfor multiple-support seismic excitations,UCB/EERC-91/08,Berkeley,Earthquake Engineering Research Center[D].University of California,Aug.1991,66 pages.
[2]梁峰,李黎,等.大跨越输电塔一线体系数值分析模型的研究[J].振动与冲击,2007(2):61-65.
[3]尹荣华,李东亮,等.高压输电塔震害及抗震研究[J].世界地震工程,2005(3):51-54.
[4]Irvine H M.Cable Structures[M].Cambridge:The MITPress,1981.
[5]Yasui H,Marukawa H,Momomura Y,et al.Analytical studyon wind-induced vibration of power transmission towers[J].Wind Eng.Ind.Aerodyn.,1999,83(2):431-441.
[6]Ghobarah A,Aziz TS,et al.Response of transmission linesto multiple support excitations[J].Eng.Struct.,1996(18):936-946.
[7]Li Hongnan,Wang Qianxin,Singh M P.Seismic response a-nalysis method for coupled system of transmission lines andtowers,Part lI:In plane[J].Earthquake Eng.And Eng.Vi-br.,1996,16(4):37-45.
[8]Li Hongnan,Wang Qianxin,Singh MP.Seismic response a-nalysis method for coupled system of transmission lines andtowers,Part I:Out of plane[J].Earthquake Eng.And Eng.Vibr.,1996,16(9):67-7.
[9]李泽.大跨越输电塔线体系地震反应分析[D].上海:同济大学,2002.
[10]虞终军,马人乐,徐荣璞.大跨度钢塔的多点地震输入反应[J].特种结构,1999(4):1-3.
[11]何运祥.大跨越输电塔的抗震及绝缘子断裂分析[D].杭州:浙江大学,2006.
[12]孙建梅.多点输入下大跨空间结构抗震性能和分析方法的研究[D].南京:东南大学,2005.
[13]李宏男,等,大跨越输电塔体系的动力特性[J].土木工程学报,1997(5).
[14]曲乃泅,等.高压输电塔抗震分析及整体稳定分析.第二届全国地震工程学术会议论文集[C].第二卷.武汉:1987,507-811.
[15]Berrah M,Kausel E.Response spectrum analysis of struc-tures subjected to spatially varying motions[J].EarthquakeEngineering&Structural Dynamics,1992(21):461-470.
[16]Berrah M,Kausel E.A model combination rule for spatiallyvarying seismic motions[J].Earthquake Engineering&Structural Dynamics,1993(22):791-800.
[17]Kiureghian A D,Neuenhofer A.Response spectrum methodfor multi-support seismic excitations[J].Earthquake Engi-neering&Structural Dynamics,1992,21(8):713-740.
[18]Kiureghian AD,Neuenhofer A.Aresponse spectrum methodfor multiple-support seismic excitations,UCB/EERC-91/08,Berkeley,Earthquake Engineering Research Center[D].University of California,Aug.1991,66 pages.
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