The domestic research of the steel plate concrete structures have been focused on the nuclear structures that usually reqire large strength. This research tried to establish some basic design information of SC structures using non-cement concrete. This paper studied on the compressive characteristics, effective length factors subjected to the concentrated compression loadings. The effective length factors were calculated by Euler Column Theory rather than using Plate Buckling Theory. The strains which are requird in calculating the effective length factor were measured to caculate the effective length factor at the yield of surface steel plate, the buckling of surface steel plate and the failure of concrete.

• 박호영(경기대학교 일반대학원 건축공학과, 박사과정) | Park, Ho Yung
• 한경보(경기대학교 일반대학원 건축공학과, 박사과정) | Han, Kyung-Bo
• 조태구(경기대학교 일반대학원 건축공학과, 박사과정) | Cho, Tae-Gu
• 강철규(경기대학교 플랜트·건축공학과 조교수, 공학박사) | Kang, Cheal Kyu
• 최병정(경기대학교 플랜트·건축공학과 교수, 공학박사) | Choi, Byong-Jeong 교신저자