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Experimental study on bridge stay cable vibration mitigation using external viscous damper.

机译:使用外部粘性阻尼器减轻桥梁斜拉索振动的实验研究。

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摘要

Selecting an optimum damper size for a specific cable with designed damper location is very important. An experimental study of cable vibration mitigation by using external viscous damper was carried out in the present work. A linear viscous oil damper with six adjustable damper sizes was designed and fabricated. The experimental work mainly focused on evaluating the equivalent structural damping ratio of a cable-damper system using forced vibration tests. General damper design curves based on the current experimental results have been developed and compared with those in the existing literature. In addition, the damper stiffness effect, which is ignored in the past work, has been extensively studied. Results show that the impact of damper stiffness on its efficiency is highly dependent on the damper location. An approximately linear relationship is found to exist between the damper stiffness and the damping ratio. As stiffness of the damper increases, the equivalent modal damping ratio of the system will decrease.
机译:为具有设计阻尼器位置的特定电缆选择最佳阻尼器尺寸非常重要。在本工作中,进行了使用外部粘性阻尼器减轻电缆振动的实验研究。设计并制造了具有六个可调阻尼器尺寸的线性粘性油阻尼器。实验工作主要集中在使用强制振动测试来评估电缆阻尼器系统的等效结构阻尼比。已经根据当前的实验结果开发了通用的阻尼器设计曲线,并将其与现有文献进行了比较。另外,对阻尼器刚度效应的研究已经被广泛研究,而在过去的工作中它被忽略了。结果表明,阻尼器刚度对其效率的影响高度取决于阻尼器的位置。发现阻尼器刚度和阻尼比之间存在近似线性关系。随着阻尼器刚度的增加,系统的等效模态阻尼比将降低。

著录项

  • 作者

    Huang, Le.;

  • 作者单位

    University of Windsor (Canada).;

  • 授予单位 University of Windsor (Canada).;
  • 学科 Engineering Civil.
  • 学位 M.A.Sc.
  • 年度 2011
  • 页码 139 p.
  • 总页数 139
  • 原文格式 PDF
  • 正文语种 eng
  • 中图分类
  • 关键词

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