摘要
对高速·滨湖时代广场C1号楼进行了刚体模型测压风洞试验,详细介绍了风洞试验的方法,通过风洞试验测试结构的表面风压并且进行数据处理与计算分析得到结构体型系数,以供围护结构设计使用及结构整体设计使用。试验结果表明:层体型系数与风向角和建筑高度有关,X方向上315°风向角下层体型系数最大为2.009,Y方向上15°风向角下层体型系数最大为-2.180。
A wind tunnel test was performed on a rigid model of the building C1 in High-way·Binhu Time Square. The method of the test was introduced in detail. The surface wind pressure of the structure was tested by wind tunnel test and the data were processed and analyzed to get the floor shape coefficient for the use of envelope design and the whole structure design. The results indicated that the floor shape coefficient is related to the wind direction angle and the building height. In the X direction,the maximum shape coefficient of 315° wind direction angle is2. 009. In the Y direction,the maximum shape coefficient of 15° wind direction angle is-2. 180.
作者
王利民
岳克玺
方小文
Wang Limin1,Yue Kexi1,Fang Xiaowen2(1. Anhui High-Fay Real Estate Co. , Ltd, Hefei 230001, China; 2. School of Civil Engineering, Hefei University of Technology, Hefei 230009, Chin)
出处
《山西建筑》
2018年第21期39-41,共3页
Shanxi Architecture
关键词
风洞试验
刚体模型
层体型系数
风荷载
高层建筑
wind tunnel test
rigid model
layer shape coefficient
wind load
tall building
