This study analytically reviewed the dissipated energy and ductility of Steel Plate Concrete (SC) walls subjected to cyclic shear forces to investigate the effects of shape and arrangement spacing of studs on the design of SC walls. As the decrease of stud spacings, the cumulative dissipate energy was increased and the seismic performance was improved. Under the same cumulative dissipate energy, the ductility was increased as the increase of stud spacings and the influences with stud type was insignificant.

• 이성태(인하공업전문대학 토목환경공학과 교수, 공학박사) | Yi, Seong Tae 교신저자
• 임진선(인하대학교 건설환경시스템연구소 박사후연구원, 공학박사) | Lim, Jin Sun
• 정영도(포스코건설 R&D센터 기술연구소 Manager, 공학박사) | Jeong, Yong Do