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斜拉桥拉索的风雨激励振动特性 被引量:6

Characteristics of Rain-Wind-Induced Vibration of Cables of Cable-Stayed Bridges
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摘要 针对干燥气候下的稳定拉索在风雨共同作用下产生大幅振荡这一现象,运用弹性力学和空气动力学理论,考虑索的垂度、大位移引起的几何非线性及风雨和拉索的相互作用等因素,建立了拉索的非线性动力学方程组,采用Runge-Kutta法对方程组进行数值计算,分析了系统的非线性动力学特性,得到了在不同相关参数下拉索的跨中位移幅值曲线.结果表明,拉索的风雨激振主要与风速、风速偏航角、水线的平衡位置及密度比等因素有关.密度比是主要影响因素,拉索幅值随密度比的增大而增大,而拉索的垂度、大位移而引起的几何非线性对拉索风雨激振的影响较小.理论结果与H ikam i试验结果基本吻合. In order to explain the phenomenon that cables in dry air are stable but show oscillation of large amplitude, factors such as geometrical nonlinearity caused by lag of cables and large displacement, mutual effect of wind-rain and cables were taken into account and nonlinear equations of cables were constructed with the use of the knowledge of elasticity and aerodynamics. Numerical computation was carried out by the Runge-Kutta method. The analysis on dynamic properties of the system was given, and the amplitude curves of displacement of midst position of cables under several different parameters were obtained. The computational results are basically consistent with Hikami's wind tunnel test. The results show that the rain-wind-induced vibration of cables is related to wind velocity, yaw angle of wind velocity, the position of still rivulet, and the proportion σ of cable density to air density. The proportion σ is the main factor: when σ is increased, the amplitude of cables will increase. However, the effect of geometrical nonlinearity on the rain-wind-induced vibration of cables is small.
出处 《天津大学学报(自然科学与工程技术版)》 EI CAS CSCD 北大核心 2005年第8期674-678,共5页 Journal of Tianjin University:Science and Technology
基金 国家自然科学基金资助项目(10172064).
关键词 风雨激振 拉索 水线 幅值 数值计算 非线性 rain-wind-induced vibration cable rivulet amplitude numerical computation nonlinear
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参考文献8

  • 1黄麟,郭志明,王国砚,顾明.斜拉桥拉索风雨激振的理论分析[J].同济大学学报(自然科学版),2002,30(5):569-572. 被引量:11
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二级参考文献15

  • 1彭天波.斜拉桥拉索风雨激振的机理研究[M].上海:同济大学桥梁工程系,2000..
  • 2顾明 吕强.斜拉桥风雨激振试验研究报告[M].上海:同济大学桥梁工程系,2000..
  • 3黄麟.斜拉桥拉索风雨激振的理论与试验研究[M].上海:同济大学桥梁工程系,2000..
  • 4汪至刚.大跨度斜拉桥拉索的振动与控制[D].杭 州:浙江大学,2000.
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  • 7Chris Geurts, Ton Vrouwenvelder, Piet van Staalduien, Jaco Reusink (Netherlands). Numerical modelling of rain-windinduced vibration: Erasmus Bridge, Rotterdam [J]. Structural Engineering International, 1998.
  • 8A. Pinto Da Costa, J. A. C. Martins, et al. Oscillations of bridge stay cables induced by periodic motions of deck and/ or towers [J]. Journal of Enginecring Mechanics, 122 (7), 1996.
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  • 10H. Max Irvine. Cable Structure [M]. The MIT Press, 1981.

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引证文献6

二级引证文献12

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