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两种天线方案抖振位移响应的比较研究
引用本文:顾明,洪小健,黄鹏,张坚,岑伟,包联进. 两种天线方案抖振位移响应的比较研究[J]. 振动与冲击, 2004, 23(1): 17-20
作者姓名:顾明  洪小健  黄鹏  张坚  岑伟  包联进
作者单位:1. 同济大学
2. 华东建筑设计研究院,上海
摘    要:本对置于某一超高层建筑顶部的钢质天线抖振响应进行了研究。对两种天线单体方案的抖振性能进行了气动弹性模型试验和理论计算和比较,最后分析了天线的鞭稍效应。计算和试验结果为天线结构的分析设计提供了依据。

关 键 词:抖振位移响应 鞭稍效应 钢质天线 气动弹性模型 高层建筑
修稿时间:2002-08-02

Comparison Between Buffeting Responses of TWO Types of Antennas in Wind Tunnel
Gu Ming Hong xiaojian Huang Peng Zhang Jian Cen Wei Bao Lianjin. Comparison Between Buffeting Responses of TWO Types of Antennas in Wind Tunnel[J]. Journal of Vibration and Shock, 2004, 23(1): 17-20
Authors:Gu Ming Hong xiaojian Huang Peng Zhang Jian Cen Wei Bao Lianjin
Affiliation:Gu Ming1 Hong xiaojian1 Huang Peng1 Zhang Jian2 Cen Wei2 Bao Lianjin2
Abstract:A research of the buffeting response of two types of steel antennas at the top of a super-high rise building is presented in the paper.The two types of aeroelastic antenna models were first tested in a wind tunnel and numerical computations were made to theoretically and experimentally investigate the buffeting responses of the antennas.A structural improvement measure for the second type of antenna model was proposed and the model was then tested.the whiplash effect of the second type of antenna was finally numerically analysed.The numerical and experimental results provide the reliable basis for the analysis and design of the structure.
Keywords:steel antenna  buffeting  aeroelastic model  whiplash effect  
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