Galloping calculation method for prisms with wind attack angle

被引:0
作者
Xie L. [1 ]
Liao H. [2 ]
机构
[1] China Railway Major Bridge Reconnaissance & Design Institute Co., Ltd., Wuhan
[2] Research Center for Wind Engineering, Southwest Jiaotong University, Chengdu
来源
Zhendong yu Chongji/Journal of Vibration and Shock | 2018年 / 37卷 / 17期
关键词
Critical wind speed; Galloping amplitude; Quasi-steady theory; Wind attack angle;
D O I
10.13465/j.cnki.jvs.2018.17.002
中图分类号
学科分类号
摘要
The calculation formulas for lateral galloping critical wind speed and amplitude of prisms with wind attack angle were deduced with the quasi-steady theory. H-shaped columns were adopted to conduct wind tunnel tests and calculations. The results showed that the galloping critical wind speed calculation results using the proposed method are very close to those using Den-Hartog formula under smaller wind attack angles; under larger wind attack angles, the difference between the two results is bigger, so Den-Hartog formula can't be used to do galloping calculation under larger wind attack angles; the results of theoretical calculation for galloping amplitude agree well with those of tests, the correctness of the proposed method is verified. © 2018, Editorial Office of Journal of Vibration and Shock. All right reserved.
引用
收藏
页码:9 / 15
页数:6
相关论文
共 11 条
  • [1] Den-Hartog J.P., Transmission line vibration due to sleet, Transactions of the American Institute of Electrical Engineers, 51, 4, pp. 1074-1076, (1933)
  • [2] Parkinson G.V., Brooks N.P.H., On the aeroelastic instability of bluff cylinders, Journal of Applied Mechanics, 28, 2, pp. 252-258, (1961)
  • [3] Parkinson G.V., Smith J.D., The square prism as an aeroelastic non-linear oscillator, Quarterly Journal of Mechanics & Applied Mathematics, 17, 2, pp. 225-239, (1964)
  • [4] Novak M., Davenport A.G., Aeroelastic instability of prisms in turbulent flow, Journal of the Engineering Mechanics Division, 96, pp. 17-39, (1970)
  • [5] Novak M., Tanaka H., Effect of turbulence on galloping instability, Journal of the Engineering Mechanics Division, 100, 1, pp. 27-47, (1974)
  • [6] Laneville A., Parkinson G.V., Effects of turbulence on galloping of bluff cylindersThe 3rd International Conference on Wind Effects on Buildings and Structures, pp. 787-797, (1971)
  • [7] Laneville A., Effects of turbulence on wind induced vibrations of bluff cylinders, Vancouver: University of British Columbia, (1973)
  • [8] Blevins R.D., The galloping response of a two-degree-of-freedom system, Journal of Applied Mechanics, 41, 4, pp. 1113-1118, (1974)
  • [9] Novak M., Galloping oscillations of prismatic structures, Journal of Engineering Mechanics, 98, 1, pp. 27-46, (1972)
  • [10] Sullivan P.P., Aeroelastic galloping of tall structures in simulated winds, (1977)