矩形钢管混凝土框架结构设计与分析  

STRUCTURAL DESIGN AND ANALYSIS ON THE STRUCTURE OF STEEL FRAME-CONCRETE FILLED SQUARE STEEL TUBULAR COLUMN

作　　者：赵燕 钟丽娜 刘英达 

机构地区：[1]包头市建设工程施工图审查中心,内蒙古包头014010 [2]包头市建筑设计研究院有限公司,内蒙古包头014010

出　　处：《钢结构》2015年第12期44-47,88,共5页Steel Construction

摘　　要：通过对包头市万郡大都城住宅小区(二期)8号楼项目中带支撑的矩形钢管混凝土钢框架结构的设计计算,验证了该结构体系的可行性与安全性。利用ETABS软件对该结构体系进行非线性以及耗能分析,研究该结构体系的抗震性能,为矩形钢管混凝土柱的设计提供参考。The feasibility and safety of the steel frame-concrete filled tubular column with shorings had been proved through the design to this structure of Building 8in Wanjun Big City Residential Area（phase 2）in Baotou.The structure system had been analyzed in nonlinear and energy analysis by using ETABS software,as well as it had been studied the seismic performance,which provided references to the design of concrete-filled square steel tubular column.

关 键 词：矩形钢管混凝土柱 钢框架 抗震性能分析 

分 类 号：TU398.9[建筑科学—结构工程]