스터드 및 타이바 교대설치에 따른 강판콘크리트 벽체의 인장실험

The steel plate concrete (SC) structures are developed for the application to the wall of the nuclear power plant. There are many advantages such as the possibility of prefabricated prodution and modular construction. Especially, the current design of the nuclear structure using SC are presented proposal to install alternate studs and tie bars, KEPIC-SNG defines about tie-beams of SC wall. In this study was to investigate the tensile load sharing about the impact area of the concrete between the studs and tie bars on SC walls.