节点文献

弹性滑板复合隔震模型振动台试验研究

Study on shaking table test model in composite isolation with elastic sliding bearings

  • 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】 贾剑辉辛晓鹏杨树标

【Author】 Jia Jianhui1,Xin Xiaopeng2,Yang Shubiao1(1 College of Civil Engineering,Hebei University of Engineering,Handan 056038,China; 2 Zhengzhou Design and Research Institute of Coal Industry,Zhengzhou 450007,China)

【机构】 河北工程大学土木工程学院煤炭工业郑州设计研究院有限公司

【摘要】 进行了复合隔震模型振动台试验,通过调整隔震层中弹性滑板支座数量,研究隔震层摩擦承压比的变化对结构基底剪力系数、位移反应及频谱特性的影响。试验结果表明,弹性滑板数量适中的复合隔震结构,在合理摩擦承压比范围内时,是一种隔震性能良好的隔震体系。

【Abstract】 Shaking table tests on a model of composite isolation structure were performed.By adjusting the number of the elastic sliding bearings in the isolation layer,the influences of the change of friction bearing ratio on the shear coefficient of the model,displacement response and frequency spectrum characteristics were studied.The experimental results show that the composite isolation system has good performance when the number of elastic sliding bearings is moderate and the friction bearing ratio is reasonable.

  • 【文献出处】 建筑结构 ,Building Structure , 编辑部邮箱 ,2012年10期
  • 【分类号】TU352.12
  • 【下载频次】167
节点文献中: 

本文链接的文献网络图示:

本文的引文网络