摘要
在相邻建筑物的干扰下,受扰高层建筑的风荷载与其在孤立状态下相比会有较大的变化。采用测压刚性模型风洞试验研究了两个高层建筑间的静力干扰效应,得到了两个相同的矩形截面建筑在不同相对位置和不同风向角下受扰建筑各表面的风压系数变化规律。所得的这些结果对结构的抗风设计有较为重要的指导意义。
As the aerodynamic interference of neighboring buildings,wind loads on tall buildings are considerably different from those on isolated buildings.Based on the date of the modeling wind tunnel tests,pressure coefficient between two tall buildings are researched.It revealled properly the law of the changes in pressure coefficient by the location and the wind direction.The results given by the paper might be a significant guide to structural design.
出处
《工业建筑》
CSCD
北大核心
2005年第z1期188-190,共3页
Industrial Construction
基金
四川省教育厅科研项目(编号:212-116769)
关键词
风洞试验
干扰效应
风压系数
wind tunnel test interference effects wind pressure coefficient