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某超高层建筑风洞测压试验*
李正良, 陈胜
摘 要
某超高层建筑风洞测压试验*
李正良, 陈胜(重庆大学土木工程学院,重庆 400030)
[摘要]依据某超高层建筑,着重介绍了风洞试验的方法,描述了在考虑有、无环境建筑影响下,该高层建筑一些典型的表面风压特性以及一些测点风压随风向角的变化规律。结果表明:迎风面中上部风压系数较大,接近1.0;底部部分风压系数达到1.0;侧风面和背风面风压系数大多为负值,特别是靠近角落处由于涡旋脱落,其值可达到-2。环境建筑对该高层建筑表面风压的影响较大,特别在建筑中下部。为其进行结构设计提出一些参考。
[关键词]高层建筑;表面风压;风洞试验
中图分类号:TU312.1,TU973文献标识码:A文章编号:1002-848X(2011)01-0131-04
Test study on the wind pressure distribution of a super high-rise building
Li Zhengliang, Chen Sheng
(College of Civil Engineering, Chongqing University, Chongqing 400030, China)
Abstract:Taking an example of a super high-rise building, the wind tunnel test was introduced. The typical characteristics of the surface wind pressure and the  variation rules of the wind pressure were described according to the wind direction under the condition of surrounding buildings being considered or not. The results show that the wind pressure is bigger in the top of the windward, approaching to 1.0, it is smaller in the bottom, about 1.0 and it becomes negative in the crosswind and lee side, especially in the corner nearby where the vortex falls off, with a value close to -2. The surface wind pressure on the high-rise building is greatly influenced by the surrounding buildings, which is especially obvious in the lower part of it. Suggestions are given to the design of this kind of structures.
Keywords:high-rise building; surface wind pressure; wind tunnel test
*国家自然科学基金(90715024)。
作者简介:李正良,教授,博士生导师,Email:lizhengl@hotmail.com。
参考文献
[1]中国空气动力研究与发展中心.脉动压力测量管路研究报告[R]. 2002.
[2]李正良,晏致涛,王承启,等. 重庆大剧院风洞模拟试验与分析研究报告[R].重庆:重庆大学土木工程学院,2006.
[3]黄本才. 结构抗风分析原理及应用[M]. 上海:同济大学出版社,2001.
[4]埃米尔·西缪,罗伯特·H·斯坎伦. 风对结构的作用[M]. 刘尚培,等,译. 上海:同济大学出版社,1992.
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