磁流变阻尼器被动隔震振动台试验研究

英文篇名：Experimental Research on Vibration Table of Passive Isolation with Magnetorheological Fluid Damper
中文刊名：沈阳建筑大学学报(自然科学版)
英文刊名：Journal of Shenyang Jianzhu University(Natural Science)
作者：付伟庆 ; 张永山 ; 刘文光 ; 陈菲
英文作者：FU Wei-qing~(1 ; 2) ; ZHANG Yong-shan~3 ; LIU Wen-guang~3 ; CHEN Fei~4 (1.Institute of Engineering Mechanics ; China Earthquake Administration ; Harbin ; China 150080 ; 2.Architecture and Civil Engineering Institute ; Heilongjiang University ; Harbin ; China 150086 ; 3.Earthquake Engineering Research Test Centre ; Guangzhou University ; Guangzhou ; China 510405 ; 4.School of Information Management ; Heilongjiang University ; Harbin ; China 150080)
中文关键词：隔震结构 ; 磁流变阻尼器 ; 振动台试验 ; 被动控制
英文关键词：isolation structure ; magnetorheological fluid damper ; shaking table experimentation ; passive isolation control
出版日期：2006-04-25
机构：中国地震局工程力学研究所,广州大学工程抗震研究中心,广州大学工程抗震研究中心,黑龙江大学信息管理学院黑龙江哈尔滨150080,黑龙江大学建筑工程学院,黑龙江哈尔滨150086,广东广州510405,广东广州510405,黑龙江哈尔滨150080
年：2006
期：02
出版单位：沈阳建筑大学学报(自然科学版)

摘要

目的检验磁流变阻尼器应用于结构被动隔震控制下的减震效果.方法对1∶4缩尺比例的结构模型进行橡胶垫与磁流变阻尼器联合控制下的振动台试验,试验采用对磁流变阻尼器施加零电压和最大电压控制,来模拟结构在阻尼器被动摩擦阻尼和被动粘滞阻尼两种控制方式下,隔震上部结构和隔震层的的动力响应.结果应用磁流变阻尼器对结构进行的两种被动控制,均能起到很好的减震效果.其中被动摩擦控制可对隔震结构在大震下的隔震层位移起到限位作用;被动粘滞阻尼控制可对隔震结构小震下上部结构的加速度反应进行很好的控制.结论采用橡胶垫联合磁流变阻尼器对结构进行被动隔震控制,控制方法简便易行,控制效果良好.
Magnetorheological Fluid damper has good smart performances,broadly controlled band,fast response and demand for a little energy.In the paper,a passive isolation system,which is combined with rubber bearing and MR damper,is applied to structural vibration control.Two control modes,passive friction damp and passive viscous damp,are realized by control voltage of the MR damper.When MR damper is in the maximal voltage,it becomes a passive friction damper.When MR damper is in zero voltage,it becomes a passive viscous damper.And vibration table experimentation is carried out with the passive isolation system.The experimentation indicates that the isolation system can limit displacement of the isolation layer in rarely occurred earthquakes with passive friction control and reduce acceleration reaction of the isolation structure in frequently occurred and basic earthquakes with viscous damp control.And two control modes are simple and convenient.

引文

[1]Soong T T.结构工程中的被动消能系统[M].董平译.北京:科学出版社,2005.
    [2]付伟庆.磁流变智能隔震与橡胶垫高层隔震的理论与试验研究[D].哈尔滨:哈尔滨工业大学土木工程学院,2005.
    [3]Zhou Xiyuan.Complex mode superposition algorithmfor seismic responses of non-classically damped linearsystem[J].Journal of Earthquake Engineering,2004,8(4):597-641.
    [4]Kelly.J.M.A Seismic Base Isolation,Review and Bibli-ography[J].Earthquake Engineering,1998(5):202-206.
    [5]付伟庆,王玉铨.磁流变变阻尼半主动控制结构的仿真分析[J].地震工程与工程振动,2003,23(4):165-170.
    [6]Gloria M,Terenzi.Dynamics of SDOF Systems withNonlinear Viscous Damping[J].Journal of Engineer-ing Mechanics,1999,125(8):956-963.
    [7]Kamal C,Sarma.Fuzzy Genetic Algorithm for Opti-mization of Steel Structure[J].Journal of StructuralEngineering,2000,126(5):596-604.
    [8]付伟庆,王焕定.磁流变智能基础隔震系统研究[J].地震工程与工程振动,2005,25(3):167-171.
    [9]Li Zhongxi,Zhou Xiyuan.Vibration Property andEarthquake Response Analysis Method for RegularIsolated Building[J].Earthquake Engineering andEngineering Vibration,2002,22(2):33-41.
    [10]付伟庆,刘文光.大高宽比隔震结构模型水平向振动台试验研究[J].沈阳建筑大学学报:自然科学版,2005,20(4):320-324.