摘要
提出矩形钢管混凝土柱带框剪力墙设计中面临的问题 ,通过对算例的有限元分析 ,对新颁布的《矩形钢管混凝土结构技术规程》(CECS1 5 9:2 0 0 4)中的结构分析假定进行分析、论证 。
The design of shearwall connected with concrete-filled rectangular steel tube (CFRT) column is introduced. Finite element analysis of one sample shows that the suppose for structure analysing in the technical specification for structures with concrete-filled rectangular steel tube members is reasonable.
出处
《建筑结构》
CSCD
北大核心
2005年第1期16-18,共3页
Building Structure
