摘要
根据８个型钢混凝土节点在低周反复荷载作用下的试验,研究了型钢混凝土节点的破坏形态、滞回特性、延性及刚度退化等力学性能,在此基础上提出了相应的连接构造方法。
According to the test results of 8 steel reinforced concrete joints(SRCJ)under low cyclic reversed loading, some mechanicl behavior such as failure state, hysteretic behavior, ductility and stiffness degration are discussed, and the related measures of construction for the SRCJ are thereby proposed.
出处
《世界地震工程》
CSCD
2002年第2期61-64,共4页
World Earthquake Engineering
基金
国家自然科学基金资助项目(50108013)
陕西省教育厅自然科学专项基金资助项目(01JK173)
