Experimental Study on the Hysteretic Behavior of Large Concrete Panel Structures Subjected to Cyclic Load

반복하중을 받는 대형 콘크리트 판구조의 이력거동에 관한 실험적 연구-3층 대형판 구조체 실험결과를 중심으로

Four 3-story 1/2 scaled large concrete panel structures were designed and tested to estimate the seismic resistance capacity of large concrete panel high rise building systems, Test specimens were modeled three story of 24 or 15 story buildings and set up to represent the actural stress of the building . The axial force was constant and the horizontal force was loaded by ductility ratio. Results indicated that the joints of specimens were behavied monolithically to maximum strength. It was shown that the joint box connecting system had lower maximum strength and energy dissipation capacity than welding connection system, but had better deformation capacity.