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水浮力系统对建筑物隔震效果探究
引用本文:王洋玲,申志福,陆仁超,蔡研明.水浮力系统对建筑物隔震效果探究[J].大连理工大学学报,2011,51(Z1):58-61.
作者姓名:王洋玲  申志福  陆仁超  蔡研明
作者单位:同济大学土木工程学院;
基金项目:国家大学生创新性实验计划资助项目(0200107054)
摘    要:将隔震橡胶和调谐液体阻尼器(TLD)减震机理相结合分析了水浮力系统的隔震机理.通过试验探究了有限界域内水在不同深度时的自振频率,测定、计算了结构在不同柔性支座布置形式、不同水深条件以及不同介质下的动力放大系数、阻尼系数和体系自振频率,得出了在水深增大过程中结构隔震效果明显增强的结论.

关 键 词:水浮力  隔震  自振频率  动力放大系数

Study of seismic isolation effect for buildings of buoyancy system
WANG Yang-ling,SHEN Zhi-fu,LU Ren-chao,CAI Yan-ming.Study of seismic isolation effect for buildings of buoyancy system[J].Journal of Dalian University of Technology,2011,51(Z1):58-61.
Authors:WANG Yang-ling  SHEN Zhi-fu  LU Ren-chao  CAI Yan-ming
Institution:WANG Yang-ling*,SHEN Zhi-fu,LU Ren-chao,CAI Yan-mingCollege of Civil Engineering,Tongji University,Shanghai 200092,China
Abstract:The seismic isolation mechanism of buoyancy system is analyzed by combining isolation mechanism of the rubber bearing and the tuned liquid damper.The natural frequency of water with varied depths in bounded domain is studied through experiments.And the dynamic magnification factor,damping coefficients and natural frequency of building with different allocations of rubber support,water depths and mediums are determined and calculated.It is concluded that the structure has better seismic effect while the wate...
Keywords:buoyancy  seismic isolation  natural frequency  dynamic magnification factor  
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