In this study, a shape of connector on seismic reinforced strip, which did not cause any physical damage to concrete column and can repair and reinforcement was decided by using nonlinear finite element analysis. Load displacement was applied on the concrete attached by strip. Stress distribution of connector by extension of concrete were checked. Through stress distribution of this analysis results, the most favorable shape was selected as a shape of the connector.

1. 서 론
2. 보강재 설계
3. 비선형 유한요소 해석
4. 결 론
References

• 김진섭(경상대학교 토목공학과 박사과정) | Kim, Jin-Sup
• 권민호(경상대학교 토목공학과 공학연구원 교수) | Kwon, Min-Ho Corresponding author
• 임정희(경상대학교 토목공학과 박사과정) | Lim, Jeong-Hee
• 서현수(경상대학교 토목공학과 박사과정) | Seo, Hyun-Su