This experimental study evaluates of seismic performance on strain-hardening cement-based composite (SHCC). The objective of this study is to evaluate of cross-sectional reduction (1400×800×70 and 1120×520×40㎜) and design compressive strength level (45 and 50 MPa). The experimental results as cross-sectional reduction, peak loads are not significantly different. but energy area is decrease.

• 양해준(정회원, 충남대학교 고지능콘크리트구조연구실 석사과정) | Yang, Hae Jun
• 윤연준(비회원, 충남대학교 건축공학과 학사과정) | Yun, Yeon Jun
• 강수원(정회원, 충남대학교 고지능콘크리트구조연구실 석사과정) | Kang, Su Won
• 장석준(정회원, 충남대학교 고지능콘크리트구조연구실 석사과정) | Jang, Seok Jun
• 윤현도(정회원, 충남대학교 건축공학과 교수, 공학박사) | Yun, Hyun Do