GU Ming, LIU Ci-jun, XU You-lin, XIANG Hai-fan. Response Characteristics of Wind Excited Cables With Artificial Rivulet[J]. Applied Mathematics and Mechanics, 2002, 23(10): 1047-1054.
Citation: GU Ming, LIU Ci-jun, XU You-lin, XIANG Hai-fan. Response Characteristics of Wind Excited Cables With Artificial Rivulet[J]. Applied Mathematics and Mechanics, 2002, 23(10): 1047-1054.

Response Characteristics of Wind Excited Cables With Artificial Rivulet

  • Received Date: 2000-06-03
  • Rev Recd Date: 2002-04-11
  • Publish Date: 2002-10-15
  • A wind tunnel investigation of response characteristics of cables with artificial rivulet is presented. A series of cable section models of different mass and stiffness and damping ratio were designed with artificial rivulet. They were tested in smooth flow under different wind speed and yaw angle and for different position of artificial rivulet. The measured response of cable models was then analyzed and compared with the experimental results obtained by other researchers and the existing theories for wind-induced cable vibration. The results show that the measured response of horizontal cable models with artificial rivulet could be well predicted by Den Hartog's galloping theory when wind is normal to the cable axis. For the wind with certain yaw angles,the cable models with artificial rivulet exhibit velocity-restricted response characteristics.
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  • [1]
    Hikami Y,Shiraishi N. Rain-wind induced vibrations of cables in cable stayed bridges[J]. J Wind Eng Indust Aerodyn,1988,29:409-418.
    [2]
    Ohshima K,Nanjo M. Aerodynamics stability of the cables of a cable-stayed bridge subject to rain(a case study of the Aji River Bridge)[A]. In:Proc US-Japan Joint Seminar on Natural Resouces[C]. 1987,324-336.
    [3]
    Pacheco B M,Fujino Y. Keeping cables calm[J]. Civil Engineering,ASCE,1993,63(10):56-58.
    [4]
    Main J A,Jones N P. Full scale measurements of stay cable vibration[A]. In:A Larsen,G L Larose,F M Livesey Eds. Proc 10th Inter Conf Wind Eng[C]. Copenhagen,Denmark:A A Balkema,2,1999,963-970.
    [5]
    Persoon A J,Noorlander K. Full scale measurements on the Erasmus Bridge after rain/wind induced cable vibration[A]. In:A Larsen,G L Larose,F M Livesey Eds. Proc 10th Inter Conf Wind Eng[C]. Copenhagen,Denmark:A A Balkema,2,1999,1019-1026.
    [6]
    顾明,刘慈军,罗国强,等. 斜拉桥拉索风(雨)激振及控制[J]. 上海力学,1998,19(1):281-288.
    [7]
    Flamand O. Rain-wind induced vibration of cables[J]. J Wind Eng & Indust Aerodyn,1995,57:353-362.
    [8]
    Matsumoto M,Saitoh T,Kitazawa M,et al. Response characteristics of rain-wind induced vibration of stay-cables of cable-stayed bridges[J]. J Wind Eng & Indust Aerodyn,1995,57:323-333.
    [9]
    Matsumoto M,Shirashi N,Shirato H. Rain-wind induced vibration of cables of cable-stayed bridges[J]. J Wind Eng & Indust Aerodyn,1992,41-42:2011-2022.
    [10]
    Bosdogianni,Olivari D. Wind-and rain-induced oscillations of cables of stayed bridges[J]. J Wind Eng & Indust Aerodyn,1996,64:171-185.
    [11]
    Matsumoto M,Yagi T,Tsushima D. Vortex-induced vibration of inclined cables at high wind speed[A]. In:A Larsen,G L Larose,F M Livesey Eds.Proc 10th Inter Conf Wind Eng[C]. Copenhagen,Denmark:A A Balkema,2,1999,979-986.
    [12]
    Yamaguichi H. Analytical study on growth mechanism of rain vibration of cables[J]. J Wind Eng & Indust Aerodyn,1990,33:73-80.
    [13]
    Geurts C P W,Staalduinen P C V. Estimation of the effects of rain-wind induced vibration in the design stage of inclined stay cables[A]. In:A Larsen,G L Larose,F M Livesey Eds. Proc 10th Inter Conf Wind Eng[C]. Copenhagen,Denmark:A A Balkema,2,1999,885-892.
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