节点文献

两结构高效阻尼控制体系非线性地震反应分析

NONLINEAR SEISMIC RESPONSES OF A TWO-STRUCTURE-SYSTEM CONNECTED WITH HIGH EFFICIENT 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】 闫维明陆赢祺彭凌云

【Author】 Yan Weiming Lu Yingqi Peng Lingyun (Beijing University of Technology)

【机构】 北京工业大学北京工业大学

【摘要】 本文对两结构高效阻尼控制体系的地震反应进行了仿真计算和控制参数分析。结果表明,控制参数对结构的地震响应有很大影响,通过合理设计,高效阻尼控制装置能充分利用体系中子结构之间的相互作用,高效地发挥履历型阻尼装置的耗能能力,取得明显的减震控制效果。

【Abstract】 The nonlinear seismic responses to two adjacent buildings connected with dampers are studied in the paper. It is called as High Efficient Damper Suitable for Multi-Structure System (HEDMS). A bilinear model for the restoring force of a mild metal damper is used in the study. The HEDMS with two SDOF and the other with two MDOF are simulated analyzed. The results are shown that the parameters of HEDMS have significant effect on the dynamic response of the buildings. Through a reasonable design, the relative displacement of adjacent buildings can be utilized for HEDMS to drive the damper efficiently. It is confirmed that the seismic response of the buildings can be reduced.

【基金】 国家自然科学基金资助(50078003)
  • 【文献出处】 土木工程学报 ,China Civil Engineering Journal , 编辑部邮箱 ,2003年05期
  • 【分类号】TU352.1
  • 【被引频次】19
  • 【下载频次】261
节点文献中: 

本文链接的文献网络图示:

本文的引文网络