复杂体型高层建筑结构等效静风荷载研究  

Equivalent static wind loads of a high-rise building with complex configuration

作　　者：董欣[1] 

机构地区：[1]同济大学建筑设计研究院(集团)有限公司,上海200092

出　　处：《山西建筑》2015年第19期32-34,共3页Shanxi Architecture

摘　　要：以某复杂体型高层建筑为例,按照规范计算了结构顺风向风荷载、横风向风荷载、基底剪力和基底弯矩,并与风洞天平测力试验结果进行了对比,分析了规范计算与试验结果之间的差异及其产生原因。Take a complex configuration of high-rise building as an example,based on the code,the longitudinal and transverse wind loads,the base shear and the base moment of a high-rise building were calculated and compared with those from the high-frequency force balance test. The differences and causes of the wind loads from the standard and the experiment were then analyzed.

关 键 词：高层建筑 风荷载 基底剪力 基底弯矩 

分 类 号：TU312[建筑科学—结构工程]