This study reviewed analytically the behavior of Steel Plate Concrete(SC) walls subjected to shear forces to investigate the effects of shape and arrangement spacing of studs on the design of SC walls. The results showed that the steel plate was yielded at the lower load than the second yielding shear force of the design skeleton curve when the spacing of stud is excessively far from each other. It is also found that the shape of the stud did not affect the shear behavior of SC wall, however, the spacing influenced to its composite action.

• 정영도(포스코건설 R&D센터 기술연구소 Manager, 공학박사) | Jeong, Young Do
• 임진선(서울연구원, 안전환경연구실, 초빙연구원, 공학박사) | Lim, Jin Sun
• 조성국(이노스기술(주), 연구소장, 공학박사) | Cho, Sung Gook
• 이성태(인하공업전문대학, 토목환경과 교수, 공학박사) | Yi, Seong Tae 교신저자