节点文献

弹性滑移支座力学性能的试验研究

Experimental Study on Mechanical Behavior of an Elastic Sliding Bearing

  • 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】 王璐王曙光欧谨刘伟庆

【Author】 WANG Lu,WANG Shu-guang,OU Jin,LIU Wei-qing(College of Civil Engineering,Nanjing University of Technology,Nanjing 210009, China)

【机构】 南京工业大学土木工程学院

【摘要】 介绍了弹性滑移支座的原理、构造和特点;通过对其在不同工况下的性能试验,研究了竖向荷载、位移幅值以及加载频率对弹性滑移支座力学性能的影响,并给出了试验值与理论计算值之间的对比。研究结果表明:弹性滑移支座具有良好的工作性能,滞回曲线饱满,耗能能力强;竖向荷载和加载频率对弹性滑移支座的力学性能有一定的影响,而位移幅值对其影响较小;弹性滑移支座的恢复力模型,可以用考虑速度的指数摩擦力模型来描述,并且模拟得较为准确。

【Abstract】 The principle of an elastic sliding bearing and its structure as well as characteristics are introduced in this paper.By testing its performance under different conditions,the influence of vertical load,displacement amplitude,and loading frequency on the bearing performance were analyzed.Experimental data and calculated theoretical ones are presented for comparison.The results show that the elastic sliding bearing has excellent working performance with full looping curves and high capacity for energy dissipation.The vertical load and the loading frequency have certain effect on the mechanical performance,while the displacement amplitude has little effect.A restoring force model of the bearing can be described with the exponential friction model considering velocity with high accuracy.

【基金】 国家自然科学基金项目(50608039)资助
  • 【文献出处】 防灾减灾工程学报 ,Journal of Disaster Prevention and Mitigation Engineering , 编辑部邮箱 ,2010年01期
  • 【分类号】TU352.12
  • 【被引频次】4
  • 【下载频次】215
节点文献中: 

本文链接的文献网络图示:

本文的引文网络