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覆冰输电导线舞动及防舞效果分析
引用本文:孙珍茂,楼文娟.覆冰输电导线舞动及防舞效果分析[J].振动与冲击,2010,29(5):141-146.
作者姓名:孙珍茂  楼文娟
作者单位:(浙江大学结构工程研究所,杭州 310058)
基金项目:国家自然科学基金重点项目 
摘    要:根据拉格朗日运动方程推导了两端固定的安装了压重或失谐摆这两种防舞器的覆冰输电导线舞动的非线性微分方程组;提出了临界风速的计算方法;采用龙格—库塔方法在时域中直接求解舞动非线性微分方程组得到舞动振幅的时间历程。以某试验导线作为算例,研究结果表明:当输电导线的扭转频率与横风向频率接近时扭转舞动可以激发横风向舞动;当风速位于某一范围之内时导线舞动的振幅比较大;导线舞动振幅随导线垂度显著变化,并存在一个最不利垂度或最不利张力使导线舞动振幅达到最大;压重防舞可以减小但不能消除导线的舞动,而失谐摆防舞器可以完全消除导线的舞动。

关 键 词:舞动    输电导线    防舞    临界风速  
收稿时间:2009-3-4
修稿时间:2009-6-9

Analysis of iced transmission line galloping and effect of anti-galloping
SUN Zhen-mao,LOU Wen-juan.Analysis of iced transmission line galloping and effect of anti-galloping[J].Journal of Vibration and Shock,2010,29(5):141-146.
Authors:SUN Zhen-mao  LOU Wen-juan
Affiliation:(Institute of Structural Engineering, Zhejiang University, Hangzhou 310058,.China)
Abstract:The non-linear differential equations of the iced transmission line galloping was derived according to Lagrange equation, and the transmission line installed masses or detuning pendulums was fixed at both ends. Method to calculate the critical wind velocity was proposed.The non-linear differential equations were solved by Runge-Kutta method to get the galloping response in time domain.A test transmission line was calculated and analyzed as an example.The results show that:The torsional galloping can cause lateral galloping when their vibration frequency is close to each other.The amplitude of galloping is relatively large when the wind velocity is in a certain range.The galloping amplitude changes with the conductor sag significantly and there exists the least favorable sag to cause the largest galloping amplitude.The method to prevent galloping by masses can reduce but can’t eliminate the amplitude of galloping.But the method to prevent galloping by detuning pendulums can eliminate galloping completely.
Keywords:galloping                                                      transmission line                                                      anti-galloping                                                      critical wind velocity
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