Wind Loads Simulation of Tall Building Structure Subjected to Wind-Structure Interaction

被引:1
|
作者
Bao, Wenbo [1 ]
Hu, Yuyong [1 ]
Cui, Yang [1 ]
机构
[1] Shenyang Univ Technol, Inst Engn Mech, Shenyang 110023, Peoples R China
来源
ADVANCES IN STRUCTURES, PTS 1-5 | 2011年 / 163-167卷
关键词
Simulation of Wind Load; Harmonic Superposition Method; Turbulence Intensity; Wind-Structure Coupling;
D O I
10.4028/www.scientific.net/AMR.163-167.4286
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
Wind is an important and complex load and an important basis in the structural analysis and the design of high-rise structure. Based on Davenport wind spectrum, multi-dimensional fluctuating wind and random wind load of tall building structure are simulated by using harmonic wave superposition method. To investigate the coupling effect of wind loads, wind-structure system is solved with Wilson-theta step-by-step numerical integration method, and the wind load of Tall building structure subjected to fluid-structure interaction. Turbulence intensity and its variation are presented in this paper.
引用
收藏
页码:4286 / 4289
页数:4
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