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Understanding wind- and rain-wind-induced stay cable vibrations.

机译:了解风和雨风引起的拉索振动。

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摘要

Under certain wind conditions, stay cables of cable-stayed bridges have frequently exhibited large-amplitude vibrations. This study was conducted to understand the mechanisms of wind- and rain-wind-induced stay cable vibrations based on full-scale measurements of prototype vibrations in the field and tests of sectional models in the wind tunnel.; Observed characteristics of stay cable vibrations, as well as their correlations with wind and rain are presented. Based on these characteristics and correlations, several different types of vibrations are identified. In particular, important similarities between the frequently occurring large-amplitude rain-wind-induced vibrations and a type of large-amplitude dry cable vibration are explored, revealing a close connection between the mechanisms of large-amplitude vibrations with and with out rainfall. The similar characteristics shared by these large-amplitude vibrations are also compared with the corresponding characteristics of the classical Karman-vortex-induced vibration, providing insight into the mechanism of such large-amplitude vibrations, regardless of rainfall.; To assist interpreting the observations in the field, sectional cable models were tested in the wind tunnel, revealing the inherent vortex-induced type of instability of yawed and inclined cables over a range of high reduced velocity. The observations in the wind tunnel are also compared with the results of previous wind tunnel tests reported in the literature.; Based on the understanding from both the field and the wind tunnel, a framework is proposed for modeling of the vortex-induced type large-amplitude vibrations at high reduced velocity. The potential application of this model is also discussed.; The observed vibrations are also used to assess the performance of passive viscous dampers and cross-ties in mitigating wind- and rain-wind-induced stay cable vibrations. Recommendations for rational design of these mitigation devices are also provided. (Abstract shortened by UMI.)
机译:在某些风力条件下,斜拉桥的斜拉索经常表现出大幅度的振动。这项研究的目的是基于实地原型振动的全面测量和风洞截面模型的测试,以了解风和雨风引起的斜拉索振动的机理。介绍了斜拉索振动的观察特性以及它们与风雨的相关性。基于这些特性和相关性,可以确定几种不同类型的振动。特别是,探索了频繁发生的大振幅雨风引起的振动与一种大振幅干电缆振动之间的重要相似性,揭示了有雨和无雨的大振幅振动机制之间的紧密联系。这些大振幅振动所具有的相似特征也与经典的卡曼涡旋诱发的振动的相应特征进行了比较,从而可以了解这种大振幅振动的机理,而与降雨无关。为了帮助解释该领域的观察结果,在风洞中测试了分段电缆模型,揭示了固有的涡旋引起的偏航电缆和倾斜电缆在高降低速度范围内的不稳定性。还将风洞中的观测结果与文献中先前报道的风洞测试结果进行比较。基于对现场和风洞的理解,提出了一个框架,用于以高降低速度模拟涡旋引起的大振幅振动。还讨论了该模型的潜在应用。观察到的振动也可用于评估被动粘性阻尼器和交叉连接件在减轻风和雨风引起的斜拉索振动方面的性能。还提供了合理设计这些缓解设备的建议。 (摘要由UMI缩短。)

著录项

  • 作者

    Zuo, Delong.;

  • 作者单位

    The Johns Hopkins University.;

  • 授予单位 The Johns Hopkins University.;
  • 学科 Engineering Civil.
  • 学位 Ph.D.
  • 年度 2005
  • 页码 247 p.
  • 总页数 247
  • 原文格式 PDF
  • 正文语种 eng
  • 中图分类 建筑科学;
  • 关键词

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