合肥体育场屋盖中梭形柱设计与抗倒塌分析  

Design of Shuttle Columns and Analysis on Anti-collapse of Heifei Stadium

作　　者：甘明[1] 陈继英[1] 张胜[1] 张晨军[1] 

机构地区：[1]北京市建筑设计研究院,北京100045

出　　处：《建筑结构》2006年第6期52-54,共3页Building Structure

摘　　要：合肥体育场屋盖为大型钢结构挑篷,支承于50个梭形柱上,使用ABAQUS程序计算了该结构的极限承载力,弹塑性计算结果表明,梭形柱的极限承载力在规范允许的合理范围。还使用连续倒塌理论计算了结构在某些梭形柱失效后的极限承载能力,计算结果符合设计要求,整个结构设计合理。Heifei stadium is composed of a huge steel roof which supported by 50 shuttle columns. Software ABAQUS is used to calculate the ultimate strength of shuttle columns. According to elastic-plastic analysis result, the ultimate strength of shuttle columns is in the allowable range of the code. Progressive collapse of this project is discussed. It is found that, the ultimate strength of this project when some shuttle columns are invalid can meet the design requirement, which shows that the structure is reasonable.

关 键 词：极限承载力分析 连续倒塌 空间结构 梭形柱 

分 类 号：TU245.1[建筑科学—建筑设计及理论]