반복하중을 받는 대형 콘크리트 판구조의 이력거동에 관한 실험적 연구 - 1층 대형판 구조체 실험결과를 중심으로 ( Experimental Study on the Hysteretic Behavior of Large Concrete Panel Structures Subjected to Cyclic Loads )

Under cyclic loads, three 1/2 scaled large concrete panel structures were tested to investigate the deformation and strength capacity of joints in the precast reinforced concrete panel structures composed of two to four panels. One story high wall segments were axially loaded to represent a portion of a wall near 1st floor of a 24 or 15 story building. From the test, it was shown that all specimens with M/QD=1.0-1.15 were failed by rocking motion at horizontal joints. No shear failure was noted in vertical joints.