Based on tests of three moment-resisting beam-column connections under low reversed cyclic loading, this paper inquires into the failure pattern, hysteresis loop curves, displacement-restoring capacity, displacement ductility and energy dissipation of the
Based on tests of three moment-resisting beam-column connections under low reversed cyclic loading, this paper inquires into the failure pattern, hysteresis loop curves, displacement-restoring capacity, displacement ductility and energy dissipation of the
摘要通过三个框架节点在低周反复荷载下的试验，对无粘结预应力装配式混凝土框架连接的破坏形态、滞回曲线、变形恢复能力、位移延性、能量耗散等性能进行了研究。