Wind Load on Complex-Shape Building

被引：0

作者：

Wang, Chengqi ^{[1
]}

Li, Zhengliang ^{[1
]}

Yan, Zhitao ^{[1
]}

Wei, Qike ^{[1
]}

机构：

[1] Chongqing Univ, Coll Civil Engn, Chongqing, Peoples R China

来源：

ADVANCES IN STRUCTURES, PTS 1-5 | 2011年 / 163-167卷

关键词：

Wind Tunnel Test; Numerical Simulation; Complex-Shape Building; Wind Pressure; PRESSURE;

D O I：

10.4028/www.scientific.net/AMR.163-167.4389

中图分类号：

TU [建筑科学];

学科分类号：

0813 ;

摘要：

Wind load on complex-shape building, the wind tunnel test and numerical simulation were carried out. The two technologies supplement each other and their results meet well. There are mainly positive pressures on the windward surface, negative pressures on the roof, the leeward surface and the side. Especially, negative pressure is higher in the leeward region of the building corner. Its effect induced by the shape of the complex-shape building is remarkable.

引用

页码：4389 / 4394

页数：6

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