Experimental Study on External Joints of Hybrid System with PC Slab under Cyclic Loads

PC 슬래브를 이용한 복합시스템 외부접합부의 반복하중에 대한 실험적 연구

The purpose of this study is to investigate the external joints flexural of hybrid system(RPC) which is consist of precast concrete slabs and cast in site concrete walls. The external joint's specimens were prepared by types of joint detail and were tested under cyclic load which used yielding displacement. The results of external joints of hybrid system showed that the strength capacity of RPC is little different than RC and that the energy dissipation capacity of RPC is similar to RC.