The dissipation capacity of wall to foundation connection for tilt-up conrete wall is investigated in this study. To evaluate the effects of addition steel bar, specimen was made and tested under cycle loading. Test results showed that connection details had the energy dissipation capacity at the using vertical reinforcement steel bar.

• 김혜란(충남대학교 건축공학과, 석사과정) | Kim, Hye Ran
• 유영찬(한국건설기술연구원 선임연구위원, 공학박사) | You, Young Chan
• 윤현도(충남대학교 건축공학과 교수, 공학박사) | Yun, Hyun Do 교신저자