摘要
介绍了空心钢管混凝土构件的承载力计算方法,通过对某工业厂房分别建立型钢和空心钢管混凝土的有限元分析模型,对比分析了不同结构的抗震性能及经济性,结果表明,空心钢管混凝土具有良好的抗震性能,且能够节约建造成本。
This paper introduced the bearing capacity calculation method of concrete-filled steel tubular hollow component,through respectively establishment of finite element analysis model of shape steel and concrete-filled steel tubular hollow to an industrial plant,compared and analyzed the seismic performance and economy of different structure,the results showed that the concrete-filled steel tubular hollow had good seismic performance,and could save the construction cost.
出处
《山西建筑》
2016年第28期43-44,共2页
Shanxi Architecture
基金
校级青年教师重点教研类资助项目(项目编号:GHS20150208)
关键词
空心钢管混凝土
有限元模型
抗震性能
承载力
concrete-filled steel tubular hollow
finite element model
seismic performance
bearing capacity
