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大跨越输电塔线体系风振控制风洞试验
引用本文:邓洪洲,朱松晔,苏速,王肇民.大跨越输电塔线体系风振控制风洞试验[J].同济大学学报(自然科学版),2003,31(9):1009-1013.
作者姓名:邓洪洲  朱松晔  苏速  王肇民
作者单位:同济大学,建筑工程系,上海,200092
基金项目:国家自然科学基金资助项目(500078040)
摘    要:以建设中的500 kV江阴大跨越输电塔为工程背景,通过气弹模型风洞试验,对大跨越输电塔线体系风振控制进行了研究。设计了悬挂水箱质量摆、阻尼棒质量摆及二者组合控制等3种控制方案,进行了塔线体系有无控制装置的动力特性测试和紊流场多种风速下风振响应试验。通过模型的阻尼比和风振响应方差分析,验证了振动控制的有效性,为实际工程风振控制设计提供了依据。

关 键 词:大跨越  输电塔线体系  模型风洞试验  风振控制
文章编号:0253-374X(2003)09-1009-05
修稿时间:2003年8月10日

Wind Tunnel Investigation on Wind-induced Vibration Control of Long Span Transmission Line Systems
DENG Hong-zhou,ZHU Song-ye,SU Su,WANG Zhao-min.Wind Tunnel Investigation on Wind-induced Vibration Control of Long Span Transmission Line Systems[J].Journal of Tongji University(Natural Science),2003,31(9):1009-1013.
Authors:DENG Hong-zhou  ZHU Song-ye  SU Su  WANG Zhao-min
Abstract:This paper mainly investigates the wind-induced vibration control of long span transmission line systems through wind tunnel experiment of aero-elastic model. This experiment is based on the engineering background of 500 kV long span transmission line system under construction in Jiangyin, China. Three kinds of vibration controls, in which suspended water-tank pendulum, viscoelastic damping pendulum and the combination of both are applied to the experiment The dynamic behavior is obtained through free vibration, and wind-induced response of long span transmission line system with or without the control device being tested at various wind speeds under fluctuating wind. The damping ratio and standard deviation of response are calculated and analyzed,and the results prove that these kinds of control are effective. The conclusion of this paper can be used for reference to practical design of wind-induced vibration control of long span transmission towers.
Keywords:long span  transmission tower line system  wind tunnel experiment  wind-induced vibration control
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