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强风下高压输电塔线系统非线性随机动力响应 被引量:9

Nonlinear stochastic response of transmission tower-line system under strong wind
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摘要 根据有限元分析得到单塔的非线性刚度软化特征,结合平均风下导线的动力特性,依据Lagrange方程建立了简化的输电塔线耦联系统的MDOF模型,将其应用于统计线性化方法,计算了系统在强风荷载下的非线性随机动力响应频域近似解。与数值模拟计算结果的比较显示,该方法的计算结果不仅具备一定的精度,还可以对系统动力失稳的临界风荷载作出判断。 An approximate 3DOF model for transmission tower-line system was established,which combines the softening nonlinear stiffness of tower by static FEM analysis and the dynamic characteristics of conductor distorted under mean wind load.Utilizing the method of statistical linearization,the analytical solution of stochastic response of tower-line coupled system under strong wind was derived.Comparing with numerical simulation,the results show that the analytical solution obtained by the herein developed procedure is enough precise for engineering use,and can be taken as an auxiliary tool in judgment of critical wind speed.
作者 汪大海 李杰
出处 《振动与冲击》 EI CSCD 北大核心 2010年第6期62-65,共4页 Journal of Vibration and Shock
基金 国家自然科学基金委创新研究群体基金(编号:50621062) 国家自然科学基金(50508026 50778135)资助
关键词 输电塔 非线性模型 统计线性化 transmission tower wind nonlinear dynamic model statistical linearization
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参考文献15

  • 1Kitipornchai S, F G A A. Full scale testing of transmission and telecommunication towers using numerical simulation techniques [ C ]. in International Conference on Advances in Steel Structures. 1996,Hong Kong,43 - 53.
  • 2Momomura Y, H M T O. Full-scale measurements of wind-induced vibration of a transmission line system in a mountainous area [J]. Journal of Wind Engineering and Industrial Aerodynamics, 1997,72 : 241 - 252.
  • 3汪大海,李杰,谢强.大跨越输电线路风振动张力模型[J].中国电机工程学报,2009,29(28):122-128. 被引量:18
  • 4DLT5154-2002,架空送电线路杆塔结构设计技术规定[s].北京:中国电力出版社,2002.
  • 5M-Bermani F G A, S K. Nonlinear analysis of transmission tow- ers[J]. Engineering. Strueture, 1992,14(3):139-151.
  • 6Albermani F G A, S K B. Numerical simulation of structural behaviour of transmission tower[J]. Thin-Walled Structures, 2003, 41 : 167 - 177.
  • 7Yasui H, H M Y M. Analytical study on wind-induced vibration of power transmission tower[J ]. Journal of Wind Engineering and Industrial Aerodynamics, 1999,83 : 431 -441.
  • 8zbang Linlin, J L. Probability density evolution analysis on dynamic response and reliability estimation of wind-excited transmission towers[ J]. Wind and Structures, 2007,10( 1 ) : 45 - 60.
  • 9Li Jie, J C. The principle of preservation of probability and the generalized density evolution equation [ J ]. Structural Safety, 2008,30: 65-77.
  • 10Spanos P D. Formulation of Stochastic Linearization for Symmetric or Asymmetric M. D. O. F. Nonlinear Systems [ J ]. Journal of Applied Mechanics, 1980,47 : 209 - 211.

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