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基于准稳定理论输电塔风振系数计算方法

Quasi-stable Theory Based Transmission Tower Wind Vibration Coefficient Calculation Method

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【作者】 吴海洋王开明冯云巍

【Author】 WU Hai-yang,WANG Kai-ming,FENG Yun-wei(Middle-south China Electric Power Design Institute,Wuhan 430071,China)

【机构】 中南电力设计院

【摘要】 通过分析指出了当前设计规范中关于计算输电塔风振系数方面条文规定中存在的问题,详细介绍了基于准稳定理论并采用Davenport谱计算输电塔架风振系数的方法,有助于更好理解风振系数的概念。按照给出的计算步骤,编制程序计算了某大跨越输电塔的风振系数,并与按照规范方法计算得到的风振系数进行比较,发现顶部横担处风振系数最大,并且随着高度的增大,风振系数在每个横担高度处都会突然增大,这一点值得工程设计人员注意。

【Abstract】 After analysis the paper points out that there are problems existing in the current design specifications about transmission tower wind vibration coefficient calculation,introduces Davenport spectrum calculation method based on quasi-stable theory,which is helpful to understand wind vibration coefficient concept better. According to given calculation steps the wind vibration coefficient of a certain large crossing tower is calculated with a generated program and its result is compared with one calculated with the current specifications. The maximum coefficient is found on the top crossarm and with height rise it is increased suddenly at each crossarm height,to which engineering designer should pay attention.

  • 【文献出处】 电力建设 ,Electric Power Construction , 编辑部邮箱 ,2009年06期
  • 【分类号】TM753
  • 【被引频次】12
  • 【下载频次】177
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