摘要
对 14个配有钢筋的新旧砼界面连接节点进行了破坏性的试验 ,得出了破坏形态及其承载力的计算公式 .
This paper deals with a destructive test of 14 new and old concrete reinforced boundary connections. The destructive patterns, loaded capacity and shear_resistant calculation formula are given. These results provide proof for engineering design.
出处
《华南理工大学学报（自然科学版）》
EI
CAS
CSCD
北大核心
2002年第10期97-101,共5页
Journal of South China University of Technology(Natural Science Edition)
