[1]陈海彬,苏幼坡,葛 楠,等.椭圆滑道RFPS摩擦摆与碟型弹簧组合隔震系统性能分析[J].西安建筑科技大学学报:自然科学版,2012,44(01):20-27.[doi:10.15986/j.1006-7930.2012.01.004]
　CHEN Hai-bin,SU You-po,GE Nan,et al.Analysis about compound seismic system consisting of RFPS on ellipse slide and dish spring[J].J.Xi’an Univ. of Arch. & Tech.:Natural Science Edition,2012,44(01):20-27.[doi:10.15986/j.1006-7930.2012.01.004]
点击复制

椭圆滑道RFPS摩擦摆与碟型弹簧组合隔震系统性能分析()
分享到：

西安建筑科技大学学报:自然科学版[ISSN:1006-7930/CN:61-1295/TU]

卷:
44
期数:
2012年01期
页码:
20-27
栏目:
出版日期:
2012-02-29

文章信息/Info

Title:
Analysis about compound seismic system consisting of RFPS on ellipse slide and dish spring
文章编号:
1006-7930(2012)01-0020-08
作者:
陈海彬; 苏幼坡; 葛 楠; 王兴国
(河北联合大学河北省地震工程研究中心,河北 唐山063009)
Author(s):
CHEN Hai-bin;  SU You-po;  GE Nan;  WANG Xing-guo
(Earthquake engineering research center of Hebei Province,Hebei United University, Tangshan 063009,China)
关键词:
滚动摩擦; 三维复合隔震; 椭圆滑道; 动能定理; 非线性微分方程; 龙格—库塔方法
Keywords:
rolling friction;  compound seismic isolation system;  ellipse slide;  kinematic energy theorem;  non-lineardifferential equation;  Longe-Kuta method
分类号:
TU352.1
DOI:
10.15986/j.1006-7930.2012.01.004
文献标志码:
A
摘要:
根据拉格朗日方程推导出了椭圆滑道辊轴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,即隔离能力与复位能力;依靠摩擦作用与结构自身阻尼可以消耗传入结构的能量.当滑道长轴a=1.0m、短轴b=0.5m、滑动摩擦系数为0.01左右时,水平向隔震效率可达75%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,同时具有较好的消能效果与复位能力,这时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
Abstract:
A theoretical analyzing approach about the compound seismic isolation system consisting of RFPS on ellipse slide and dish spring is derived. It starts from Lagrange Equation 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 the both direction; the slipping friction forces at the contacting surface provides the energy dissipation capability. It is shown that when the long axis a is 1.0m,the short axis b=0.5mand the rolling friction coefficient is about 0.01,the seismic isolation effectiveness could be as high as 75%,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 the individual direction

参考文献/References:

[1] ZAYAS V,LOW S,MAHIN S A.A simple pendulum technique for achieving seismic isolation[J].Earthquake Spectra,1990,6(2):317-331.
[2] WANG Yen-po,CHUNG Lap-loi,LIAO Wei-Hsin.Seismic response analysis of bridges isolated with friction pendulum bearings[J].Earthquake Engineering &Structural Dynamics,1998,27(10):1069-1093.
[3] JANGID R S,DATTA T K.Seismic behavior of base isolated buildings:a state of the art review [J].Structures and buildings,1995,110(2):186-202.
[4] MOKHA A S,AMIN N,CONSTANTINOU M C,et al.Seismic isolation retrofit of large historic buildings[J].Journal of structure engineering,ASCE,1996,122(3):298-308.
[5] HWANG J S.Evaluation of equivalent linear analysis methods of bridge isolation[J].Journal of structure engineering,ASCE,1996,122(8):972-976.
[6] TSOPELAS P,CONSTANTINOU M C,KIM Y S,et al.Experimental study of FPS system in bridge seismic isolation[J].Earthquake Engineering and Structural Dynamics.1996,25:65-78.
[7] ZHOU Xi-yuan,YAN Wei-ming,YANG Run-lin.Seismic base isolation energy dissipation and vibration control of building structures[J].Journal of Building Structures,2002,23(2):2-11.
[8] LI Da-wang,ZHOU Xi-yuan,WANG Dong-wei.Further analysis for the vibration performances of friction pendulum systems[J].Journalof Vibration Engineering,2001,14(3):330-333.
[9] LI Da-wang ,ZHAO Zhu.Forecasting for the steady state random responses of friction pendulum systems[J].World Earthquake Engineering,2000,16(3):101-104.
[10] YUAN Jian,ROSCH K E Paul.Equation of motion for novel friction pendulum system with dual rollers[J].Transactions of Nanjing University of Aeronautics & Astronautics,2005,22(4):276-280.
[11] GE Nan,SU You-po,WANG Xing-guo,et al.Research about rolling friction pendulum earthquake isolating system on circular slide[J].Engineering Mechanics,2009,26(6):158-165.
[12] 姚谦峰,陈 平,赵 冬.结构减震技术的研究与应用[J].西安建筑科技大学学报:自然科学版,1998,30(3):244-246.
YAO Qian-feng,CHEN Ping,ZHAO Dong.Research and application of the antivibration technology in structures[J].J.Xi′an Univ.of Arch.&Tech.:Natural Science Edition,1998,30(3):244-246.
[13] JOHNSON K L.Contact Mechanics[M].London:Cambridge University Press,1985.

备注/Memo

备注/Memo:
收稿日期:2011-03-15 修改稿日期:2011-12-12
基金项目:国家自然科学基金资助项目:现浇钢筋混凝土梁柱节点抗震性能及加固方法研究(51078124)
作者简介:陈海彬(1973-),男,河北唐山人,博士,副教授,主要从事建筑结构可靠性、混凝土无损检测及工程抗震方面的研究.
更新日期/Last Update: 2015-09-01