首页> 外文会议>Canadian Society for Civil Engineering 32nd Annual Conference: Abstracts >EXPERIMENTAL CALCULATION OF DAMPING OF A SLENDERSTRUCTURE EXCITED BY TRAFFIC LOAD
【24h】

EXPERIMENTAL CALCULATION OF DAMPING OF A SLENDERSTRUCTURE EXCITED BY TRAFFIC LOAD

机译:交通荷载作用下细长结构阻尼的实验计算

获取原文

摘要

This paper describes the experimental method of finding the damping of an overheadreservoir of 50,000-gallon capacity over a slender shell. The structure is surrounded by two very busyroads. The structure is almost at the edge of these two roads. The excitation of structure is done by thetraffic caused vibration. In first phase of research, the frequency of excitation is calculated experimentallyand also the damping is calculated. In the 2nd phase the model analysis of the structure is performed onsoftware to get the mode at the frequency, which was calculated under experimental programme. Finallythe mode, which is occurring during peak traffic load, is found out and the solution for enhanced safety ofstructure is suggested.
机译:本文介绍了寻找架空装置阻尼的实验方法 细长壳体上的50,000加仑容量的储层。结构被两个很忙的人包围 道路。结构几乎位于这两条道路的边缘。结构的激发是通过 交通造成震动。在研究的第一阶段,通过实验计算出激发频率 并计算阻尼。在第二阶段,对结构进行模型分析 软件可以根据实验程序计算出该频率下的模式。最后 找出了在高峰流量负载期间发生的模式,并提出了增强安全性的解决方案 建议的结构。

著录项

相似文献

  • 外文文献
  • 中文文献
  • 专利
获取原文

客服邮箱:kefu@zhangqiaokeyan.com

京公网安备:11010802029741号 ICP备案号:京ICP备15016152号-6 六维联合信息科技 (北京) 有限公司©版权所有
  • 客服微信

  • 服务号