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FPS摩擦摆与碟型弹簧组合隔震系统性能分析研究 被引量:5

Analysis about the Compound Seismic System Consisting of FPS and Dish Spring
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摘要 根据多体动力学理论相对动能定理推求了FPS滑移式摩擦摆与碟型弹簧组成的三维复合隔震系统动力反应分析计算公式,考虑了竖向振动与水平向振动的耦合作用。分析与计算结果表明:隔震系统在水平向与竖向都具备必要的隔震特性.当滑道半径为1~2m、滑动摩擦系数为0.01左右时,水平向隔震效率可达85%左右,在竖向也能有效减小受压层间位移与防止出现受拉层间位移。滑道曲率对体系竖向振动的扰动很小,可不考虑水平向与竖向的耦合作用,各自单独计算。 A theoretical analyzing approach about the compound seismic isolation system consisting of FPS and dish spring is derived.It starts from the relative kinematics energy theorem in multiply-body dynamics,including the coupling effect of the level vibration and vertical vibration.Computation results show that this system has the necessary isolation capability and reposition capability in both directions;It is shown that when slide radius is in the range of 1 ~ 2m and the slipping friction coefficient is about 0.01,the seismic isolation effectiveness could be as high as 85%,while the coupling effect in two directions is so small that it could be neglected and the dynamic responses could be calculated with respect to each of two individual directions.
机构地区 河北理工大学
出处 《建筑科学》 北大核心 2011年第1期1-3,16,共4页 Building Science
基金 国家自然科学基金资助项目(50778061) 河北理工大学科学研究基金z200711
关键词 滑移式摩擦摆 碟簧 动能定理 非线性微分方程 龙格库塔方法 FPS dish spring theorem of kinematics energy nonlinear differential equation Longe-Kuta method
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参考文献10

  • 1谭靖,邱林波,张玉敏,苏幼坡,苏经宇.水平-竖向复合隔震装置的性能试验研究[J].工业建筑,2008,38(3):64-67. 被引量:3
  • 2Zayas V, Low S S, Mahin S A. A simple pendulum technique for achieving seismic isolation [J].Earthquake Spectra, 1990, 6 (2) :317 -331.
  • 3Wang Yen-Po, Chung Lap-Loi, Liao,Wei Hsin. Sesmic response analysis of bridges isolated with friction pendulum bearings [J]. Earthquake Engineering & Structural Dynamics, 1998, 27 (10) : 1069 - 1093.
  • 4Jangid R S, Datta T K. Seimic behaviour of base isolated buildings: a state of the art review[J]. Structures and buildings, 1995,110 ( 2 ) : 186 - 202.
  • 5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. 被引量:48
  • 6Mokha A S, Constantinou M C, Reinhom A M, Zayas V, Experimental study of friction pendulum system isolation system [J]. Journal of structure Engineering, ASCE,1991, 117(4): 1201 - 1217.
  • 7Mokha A S,Amin N Constantinou M C, Zayas V,Sesmic isolation retrofit of large historic buildings [ J ]. Journal of structure engineering, ASCE, 1996, 122(3) 298 -308.
  • 8Hwang J S, Evaluation of equivalent linear analysis methods of bridge isolation [ J ]. Journal of structure engineering, ASCE, 1996,122(8) :972 -976.
  • 9Tsopelas P, Constantinou M C, Kim Y S, Okamoto S. Experimental study of FPS system in bridge seismic isolation [ J]. Earthquake Engineering and Structural Dynamics, 1996, 25 : 65 - 78.
  • 10张玉敏,苏幼坡,梁军,苏经宇,瞿伟廉.碟形弹簧竖向减震装置的研究[J].哈尔滨工业大学学报,2005,37(12):1678-1680. 被引量:24

二级参考文献15

  • 1ASANO K, MATSUDA S, UMINO, et al. Dynamic behavior of base isolation system considering vertical component of earthquake excitation [ A ]. Proc. 2nd World Conf. On Struct Control [ C ]. Kyoto: [ s. n. ], 1998.1111 -1118.
  • 2LEW M, HUDSON M B. The effect of vertical ground motion on base - isolated building system [ J ]. Earthquake Spectra, 1999,15 (2): 371 - 375.
  • 3藤田聪,安藤史弥,坂口忍,等.佐 木浩介3次元防振/免震装置の研究开发[A].第十回日本地震工学シンポジウム[C].[s.l.]:[s.n.],1998.213-218.
  • 4陆文遂.碟形弹簧的计算设计与制造[M].上海:复旦大学出版社,1980.4-5.
  • 5王松涛 曹资.现代抗震设计方法[M].北京:中国建筑工业出版社,1998.40-46.
  • 6陆文遂.碟形弹簧的计算设计与翻造.上海:复旦大学出版社,1980:44-49.
  • 7藤田聪,安藤史弥,坂口忍,等..3次元防振/免震装置の研究开发....第十回日本地震工学ツソボヅウム[s.l.]:[s.n.]..,,1998..213-218..
  • 8Zayas V, Low S S, Mahin S A. A simple pendulum technique for achieving seismic isolation [ J ]. Earthquake Spectra, 1990, 6 (2) : 317-331.
  • 9Mokha A S, Amin N, Constantinou M C, Zayas V. Seismic isolation retrofit of large historic building [ J ]. Journal of Structural Engineering , ASCE, 1996,122 (3) :298-308.
  • 10Mokha A S, Constantinou M C, Reinhorn A M, Zayas V. Experimental study of friction pendulum system isolation system [ J ]. Journal of Structural Engineering, ASCE, 1991,117 (4) :1201-1217.

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