This study develops finite element models for seismically-deficient reinforced concrete building frame retrofitted using fiber-reinforced polymer jacketing system and validates the finite element models with full-scale dynamic test for as-built and retrofitted conditions. The bond-slip effects measured from a past experimental study were modeled using one-dimensional slide line model, and the bond-slip models were implemented to the finite element models. The finite element model can predict story displacement and inter-story drift ratio with slight simulation variation compared to the measured responses from the full-scale dynamic tests.

Abstract
1. 서론
2. 실규모 진동대 실험 연구
    2.1 실규모 진동대 실험 개요
    2.2 부착 파괴
3. 유한요소해석 모델 개발
    3.1 기하학 형상
    3.2 재료 모델
    3.3 FRP 기둥 재킷 보강 시스템
    3.4 부착 파괴 모델
4. 유한요소해석 모델 검증
5. 결론
References

• 신지욱(경상국립대학교 건축공학과) | Shin Jiuk (Dept. of Architectural Engineering, Gyeongsang National University) 교신저자
• 이상열(안동대학교 대학원 지진방재공학과) | Lee Sang-Youl (Dept. of Earthquake Disaster Prevention Engineering, Andong National University)
• 지동현(안동대학교 대학원 지진방재공학과) | Ji Dong-Hyun (Dept. of Earthquake Disaster Prevention Engineering, Andong National University)