节点文献

设置非线性粘滞阻尼器结构地震响应的时程分析

Time-history Analysis of Earthquake Response on Structure with Non-linear Fluid Viscous Damper

  • 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】 薛彦涛韩雪

【Author】 Xue Yan-tao1,Han Xue2 (1. China Academy of Building Research,Beijing 100013,China; 2. Dalian University of Technology,Dalian 116024,China)

【机构】 中国建筑科学研究院工程抗震研究所大连理工大学 北京100013辽宁大连116024

【摘要】 本文基于国内外现有的粘滞阻尼器性能试验和计算研究,提出单自由度非线性粘滞阻尼器的计算方法。文中给出了粘滞阻尼器非线性运动方程的解法,并运用该方法进行了大量的比较计算,研究了单自由度非线性粘滞阻尼器的动力响应特性。

【Abstract】 Based on existing established experimental modal analysis and vibration analysis techniques, a new calculation method of fluid viscous damper controlling nonlinear earthquake responses of single-freedom-of-degree (SDF) systems was proposed. The derivation of the equation governing the motion of the SDF system with a non-linear fluid viscous damper was outlined. And then, a great of calculations were carried out to study the precision of the method and the dynamics response of SDF fluid viscous damper.

  • 【文献出处】 工程抗震与加固改造 ,Earthquake Resistant Engineering , 编辑部邮箱 ,2005年02期
  • 【分类号】TU352.1
  • 【被引频次】28
  • 【下载频次】490
节点文献中: 

本文链接的文献网络图示:

本文的引文网络