The flexural behavior of ECC according to the tensile strain capacity was analytically estimated with the layered section method. Moment-curvature curve was first obtained, then load-deflection relation was calculated. The analytical result indicated that there was noticeable increase in deflection at peak load with the higher tensile strain capacity within 3.0%, and it was found that more than 3% strain capacity did not provide higher deflection but helped improve the load resistance.

Abstract
 1. 서 론
 2. 해석방법
 3. 해석결과 및 고찰
 4. 결 론
 참고문헌

• 강수태(대구대학교 건설시스템공학과) | Kang, Su-Tae 교신저자
• 이방연(전남대학교 건축학부) | Lee, Bang Yeon