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本文介绍了正三角形截面高柔结构模型在均匀流场和湍流场中三种迎角下的横风向风振响应风洞试验结果 ,分析了三角形截面高柔结构的横风向涡激振动现象与驰振危险性 ,获得了一些数据和结论。
In this paper, the wind tunnel test results of transverse wind direction wind-induced vibration response of the highly triangular structure with triangular structure under the three angles of attack in uniform flow field and turbulent flow field are introduced. Vibration risk, got some data and conclusions.