This paper experimentally evaluates effects of fiber ratio of the seismic performance of infill walls. Variable of study was a concrete and fiber ratio (PVA1.3+PE0.2 and PVA0.75+PE0.75). The experimental investigation consisted of cyclic loading tests on 1/3-scale models of infill walls. The experimental results show that SHCC specimens was more ductile behavior.

• 강수원(충남대학교 고지능콘크리트구조연구실 석사과정) | Kang, Su Won
• 박영수(㈜덕신하우징 과장) | Park, Young Su
• 송영재(충남대학교 고지능콘크리트구조연구실 석사과정) | Song, Young Jae
• 장석준(충남대학교 고지능콘크리트구조연구실 석사과정) | Jang, Seok Joon
• 윤현도(충남대학교 건축공학과 교수, 공학박사) | Yun, Hyun Do