Nonlinear discrete analysis method for random vibration of guyed masts under wind load

被引:0
|
作者
He, YL
Ma, X
Wang, ZM
机构
[1] Shanghai Jiao Tong Univ, Space Struct Res Ctr, Shanghai 200030, Peoples R China
[2] Tongji Univ, Dept Civil Engn, Shanghai 200092, Peoples R China
关键词
guyed mast; discrete random vibration; Gaussian close assumption;
D O I
暂无
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
Based on the idea of the discrete analysis method of random vibration, the paper studied the wind-induced response of guyed masts, the Gaussian close assumption is adopted to close the mean square equations when taking into account the nonlinearity of cables. The wind load is generated from spatially correlated filtered white noise. The discrete random vibration method can calculate accurate mean and mean square responses, the wind responses analysis for a numerical example demonstrate this point, and the results of discrete random vibration method is close to the results of experiment through wind-induced response analysis of a wind tunnel experiment model. (C) 2002 Elsevier Science Ltd. All rights reserved.
引用
收藏
页码:513 / 525
页数:13
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