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Wind-tunnel study of wake galloping of parallel cables on cable-stayed bridges and its suppression

机译:斜拉桥上平行电缆尾部舞动的风洞研究及其抑制

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摘要

Flexible stay cables on cable-stayed bridges are three-dimensional. They sag and flex in the complex wind environment, which is a different situation to ideal rigid cylinders in two-dimensional wind flow. Aerodynamic interference and the response characteristics of wake galloping of full-scale parallel cables are potentially different due to three-dimensional flows around cables. This study presents a comprehensive wind tunnel investigation of wake galloping of parallel stay cables using three-dimensional aeroelastic cable models. The wind tunnel study focuses on the large spacing instability range, addressing the effects of cable separation, wind yaw angle, and wind angle of attack on wake galloping response. To investigate the effectiveness of vibration suppression measures, wind tunnel studies on the transversely connected cable systems for two types of connections (flexibility and rigidity) at two positions (mid-span and quarter-span) were also conducted. This experimental study provides useful insights for better understanding the characteristics of wake galloping that will help in establishing a guideline for the wind-resistant design of the cable system on cable-stayed bridges.
机译:斜拉桥上的柔性斜拉索是三维的。它们在复杂的风环境中下垂并弯曲,这与二维风流中理想的刚性圆柱体不同。由于绕电缆的三维流动,空气动力学干扰和全尺寸平行电缆的尾波驰gall响应特性可能存在差异。这项研究提出了使用三维气动弹力电缆模型对平行斜拉索尾部舞动进行全面的风洞研究。风洞研究的重点是较大的空间不稳定性范围,解决了电缆间距,风偏角和风迎角对尾流驰豫响应的影响。为了研究减振措施的有效性,还对横向连接电缆系统在两个位置(中跨和四分之一跨度)的两种类型的连接(柔性和刚度)进行了风洞研究。该实验研究提供了有用的见解,可用于更好地理解尾部舞动的特性,这将有助于为斜拉桥上的电缆系统的抗风设计制定准则。

著录项

  • 来源
    《Wind & structures》 |2013年第3期|249-261|共13页
  • 作者单位

    Department of Bridge Engineering, Southwest Jiaotong University,Chengdu, Sichuan 610031, P. R. China;

    Department of Bridge Engineering, Southwest Jiaotong University,Chengdu, Sichuan 610031, P. R. China;

    Wind Science and Engineering Research Center, Department of Civil and Environmental Engineering,Texas Tech University, Lubbock, Texas 79409-1023, USA;

    Department of Bridge Engineering, Southwest Jiaotong University,Chengdu, Sichuan 610031, P. R. China;

    Department of Bridge Engineering, Southwest Jiaotong University,Chengdu, Sichuan 610031, P. R. China;

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  • 原文格式 PDF
  • 正文语种 eng
  • 中图分类
  • 关键词

    cantilevered traffic signal structures; fatigue; wind-induced vibrations; galloping; vortex shedding;

    机译:悬臂交通信号结构;疲劳;风引起的振动;疾驰涡旋脱落;

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