节点文献

颗粒阻尼器减震控制的试验研究

Experimental investigation into the vibration control effects of particle dampers

  • 推荐 CAJ下载
  • PDF下载
  • 不支持迅雷等下载工具,请取消加速工具后下载。

【作者】 鲁正吕西林闫维明

【Author】 Lu Zheng1 Lu Xilin1 Yan Weiming2(1.State Key Laboratory of Disaster Reduction in Civil Engineering,Tongji University,Shanghai 200092,China; 2.Beijing Key Lab of Earthquake Engineering and Structural Retrofit,Beijing University of Technology,Beijing100124,China)

【机构】 同济大学土木工程防灾国家重点实验室北京工业大学工程抗震与结构诊治北京市重点实验室

【摘要】 颗粒阻尼器是广泛应用在机械工程和航空航天领域的有效的减振控制装置,但其在土木工程中的应用还处在起步阶段。通过三层钢框架附加颗粒阻尼器的振动台试验,考察了该装置对建筑结构的减震控制效果。试验研究表明:附加很小质量比(2.25%)的颗粒阻尼器能够减小主体结构的响应,尤其是均方根位移响应,但是其减震性能受到输入激励特性的影响,也和主体结构的振动幅度有关。颗粒阻尼器在颗粒流的运动形式下能够取得较好的控制效果。

【Abstract】 Particle dampers are efficient vibration control devices and are widely used in mechanical engineering and aerospace engineering;however,there are still limited applications in civil engineering.The vibration reduction effects of particle dampers were investigated by a series of shaking table tests of a three storey steel frame with such a device.It is shown that with small weight penalty(2.25%),particle damper system has good performance in reducing the seismic response,especially the r.m.s.displacement response.However,the reduction effects are influenced by the excitation characterization and the vibration amplitude of the primary structure.Slug flow motions lead to better vibration control effects.

【基金】 国家自然科学基金项目资助(51108346);中央高校基本科研业务费专项资金资助;北京工业大学工程抗震与结构诊治北京市重点实验室开放项目资助
  • 【文献出处】 土木工程学报 ,China Civil Engineering Journal , 编辑部邮箱 ,2012年S1期
  • 【分类号】TU352.12
  • 【被引频次】18
  • 【下载频次】727
节点文献中: 

本文链接的文献网络图示:

本文的引文网络