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弧形超高层建筑的抗风设计研究
引用本文:赵松林. 弧形超高层建筑的抗风设计研究[J]. 山西建筑, 2010, 36(19): 68-69,96
作者姓名:赵松林
作者单位:广州市设计院,广东,广州,510620
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。

关 键 词:超高层建筑  风洞试验  等效静风荷载  风致响应

Investigation on wind resistant design of a curve-shaped super tall building
ZHAO Song-lin. Investigation on wind resistant design of a curve-shaped super tall building[J]. Shanxi Architecture, 2010, 36(19): 68-69,96
Authors:ZHAO Song-lin
Affiliation:ZHAO Song-lin
Abstract: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.
Keywords:super tall building  wind tunnel test  equivalent static wind load  wind-induced response
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