In this study, the 1-directional tension tests were conducted to evaluate ductility capacity of splice rebar. As a result, the ductility of the reinforced concrete members embedded in the coupler was significantly lower than that of general RC members.

• 우태련(부산대학교 사회환경시스템공학과) | Woo, Tae-Ryeon
• 정치영(부산대학교 지진방재연구센터) | Jung, Chi-Young 교신저자
• 김태진(한국건설생활환경시험연구원) | Kim, Tae-Jin
• 임남기(동명대학교 건축공학과) | Lim, Nam-Gi
• 정진환(부산대학교 사회환경시스템공학과) | Cheung, Jin-Hwan