摘要
进行了弧形超高层建筑的模型风洞试验,获得了风荷载体型系数、基础等效静风荷载及结构顶部风致加速度响应,并将其与规范相关值进行了对比,所得结果为其他建筑的抗风设计和风洞试验提供技术参考。
Wind tunnel test for a curve-shaped super tall building was conducted.This paper presents some selected results of the shape coefficients,the base equivalent static wind loads and wind-induced acceleration responses.In addition,the results obtained from the model test were compared with that estimated based on the codes and standards.The outcomes of this study provide guidances for the design and wind tunnel tests for other similar structures in the future.
出处
《山西建筑》
2010年第19期68-69,96,共3页
Shanxi Architecture
关键词
超高层建筑
风洞试验
等效静风荷载
风致响应
super tall building
wind tunnel test
equivalent static wind load
wind-induced response
