摩擦摆隔震支座的研究及发展应用
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摘要
简要概括了国内外滑移摆隔震技术的应用发展状况。系统总结、评述了摩擦摆隔震技术若干方向的研究进展,包括摩擦摆隔震结构性态、地震反应、隔震效果等。
This paper reviews the sliding pendulum at home and abroad of shock-isolation technology application development.Summarizes and comments on the friction pendulum isolation technology research progress of several directions,including friction pendulum isolation structural state and seismic response,vibration isolation effect,etc.
This paper reviews the sliding pendulum at home and abroad of shock-isolation technology application development.Summarizes and comments on the friction pendulum isolation technology research progress of several directions,including friction pendulum isolation structural state and seismic response,vibration isolation effect,etc.
引文
[1]Mokha AS.Experimental study of friction pendulum isolation system[J].Journal of Structural Engineering,ASCE,1991,117(4):1201-1207.
[2]M.Grffith,I.Aiken,J.Kelly.Displacement control and uplift re-straint for base isolated structure[J].Journal of Structural Engi-neering,1990,116(4):1135-1148.
[3]S.Nagarajaiah,A.Reinhorn,M.Constantinou.Experimental studyof sliding isolated structures with uplift restraint[J].Journal ofStructural Engineering,1992,118(6):1666-1682.
[4]C.S.Tsai,Tsu-Cheng Chiang,Bo-Jen Chen.Finite element for-mulations and theoretical study for variable curvature friction pen-dulum system[J].Engineering structures,2003,25:1719-1730.
[5]R.S.Jangid.Optimum friction pendulum system for near-faultmotions[J].Engineering structures,2006,27:349-359.
[6]YUAN Jian.ROSCHKE Paul.Equation of motion for novel frictionpendulum system with dual rollers.Dec.2005.
[7]李大望,周锡元,霍达,等.FPS隔震结构的性态和地震反应分析,工程抗震,1996,(1):6-9.
[8]李大望,关罡,霍达.FPS型TMD控震效应分析,工业建筑,2001,31(2):21-23.
[9]杨林,常永平,周锡元,闫维明.FPS隔震体系振动台试验与有限元模型对比分析[J].建筑结构学报,2008,29(4):66-72.
[10]杨林,周锡元,苏幼坡,常永平.FPS摩擦摆隔震体系振动台试验研究与理论分析[J].特种结构,2005,22(4):43-46.
[11]王建强,丁永刚,李大望.摩擦摆支座恢复力模型研究[J].四川建筑科学研究,2007,33(3):25-27.
[12]王建强,冯俊昌,李大望.摩擦摆基础隔震结构多维地震反应分析,世界地震工程,2009,25(4):92-96.
[13]刘卫然,魏建国,刘京红.摩擦摆隔震结构的地震响应分析[J].山西建筑,2006,32(20):11-12.
[14]龚健,周云.摩擦摆隔震技术研究和应用的回顾与前瞻[J].工程抗震与加固改造,2010,32(3):1-10.
[15]薛素铎,赵伟,李雄彦.摩擦摆支座在单层球面网壳结构中的隔震分析[J].世界地震工程,2007,23(2):41-45.
[16]葛楠,苏幼坡,王兴国,周锡元,竖向刚度对FPS滑动摩擦摆系统隔震性能影响研究[J].工程抗震与加固改造,2010,32(4):20-25.
[17]焦驰宇,胡世德,管仲国.FPS抗震支座分析模型的比较研究[J].振动与冲击,2007,26(10):113-117.
[2]M.Grffith,I.Aiken,J.Kelly.Displacement control and uplift re-straint for base isolated structure[J].Journal of Structural Engi-neering,1990,116(4):1135-1148.
[3]S.Nagarajaiah,A.Reinhorn,M.Constantinou.Experimental studyof sliding isolated structures with uplift restraint[J].Journal ofStructural Engineering,1992,118(6):1666-1682.
[4]C.S.Tsai,Tsu-Cheng Chiang,Bo-Jen Chen.Finite element for-mulations and theoretical study for variable curvature friction pen-dulum system[J].Engineering structures,2003,25:1719-1730.
[5]R.S.Jangid.Optimum friction pendulum system for near-faultmotions[J].Engineering structures,2006,27:349-359.
[6]YUAN Jian.ROSCHKE Paul.Equation of motion for novel frictionpendulum system with dual rollers.Dec.2005.
[7]李大望,周锡元,霍达,等.FPS隔震结构的性态和地震反应分析,工程抗震,1996,(1):6-9.
[8]李大望,关罡,霍达.FPS型TMD控震效应分析,工业建筑,2001,31(2):21-23.
[9]杨林,常永平,周锡元,闫维明.FPS隔震体系振动台试验与有限元模型对比分析[J].建筑结构学报,2008,29(4):66-72.
[10]杨林,周锡元,苏幼坡,常永平.FPS摩擦摆隔震体系振动台试验研究与理论分析[J].特种结构,2005,22(4):43-46.
[11]王建强,丁永刚,李大望.摩擦摆支座恢复力模型研究[J].四川建筑科学研究,2007,33(3):25-27.
[12]王建强,冯俊昌,李大望.摩擦摆基础隔震结构多维地震反应分析,世界地震工程,2009,25(4):92-96.
[13]刘卫然,魏建国,刘京红.摩擦摆隔震结构的地震响应分析[J].山西建筑,2006,32(20):11-12.
[14]龚健,周云.摩擦摆隔震技术研究和应用的回顾与前瞻[J].工程抗震与加固改造,2010,32(3):1-10.
[15]薛素铎,赵伟,李雄彦.摩擦摆支座在单层球面网壳结构中的隔震分析[J].世界地震工程,2007,23(2):41-45.
[16]葛楠,苏幼坡,王兴国,周锡元,竖向刚度对FPS滑动摩擦摆系统隔震性能影响研究[J].工程抗震与加固改造,2010,32(4):20-25.
[17]焦驰宇,胡世德,管仲国.FPS抗震支座分析模型的比较研究[J].振动与冲击,2007,26(10):113-117.
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