摘要
在试验研究和理论分析的基础上 ,提出了方钢管混凝土柱与钢梁连接节点的设计及构造建议 ,并对试验结果和理论公式的计算结果进行了对比 .这一设计方法已被国家有关技术规程所采纳 .
Based on test and analysis results,the design method for the connections between concrete-filled square tubular columns(CFSTs) and steel beams was put forward in this paper.Besides that,the predictions of the formula and test results were compared,which shows a good agreement.The design formula and suggestions have been adopted in the design document of national design code for concrete-filled rectangular steel tubular(CFRT) structures.
出处
《同济大学学报（自然科学版）》
EI
CAS
CSCD
北大核心
2002年第1期1-5,共5页
Journal of Tongji University:Natural Science
基金
上海市科技发展基金资助项目 ( 0 2 70 -2 370 10 )
