This study proposed a seismic reinforcement of RC columns with non-seismic details, a fiber reinforcement method of aramid sheets and MLCP (high elasticity aromatic polyester fiber material) with different characteristics, and 4 full-size column specimens and conducted experiments. The results show that a non-seismic specimen (RC-Orig) rapidly lost its load-bearing capacity after reaching the maximum load, and shear failure occurred. The RC column reinforced with three types of aramid did not show an apparent increase in strength compared to the unreinforced specimen but showed a ductile behavior supporting the load while receiving a lateral displacement at least 1.57 to 1.95 times higher than the unreinforced specimen. The fracture mode of the specimen, according to the application of lateral load, also changed from shear to ductile fracture through aramid-based reinforcement. In addition, when examining the energy dissipation ability of the reinforced specimens, a ductile behavior dissipating seismic energy performed 4 times greater and more stably than the existing specimens.

1. 서 론
2. 실험 계획과 내진 보강 재료
    2.1 RC기둥 실험체 상세
    2.2 기둥 실험체 내진 보강재료
    2.3 재료실험
    2.4 실험체 가력 계획
3. 구조성능 결과 및 분석
    3.1 기둥 실험체 거동 분석
    3.2 기둥 실험체 손상 현황
    3.3 강재 및 철근 변형률
    3.4 전체 실험결과 비교분석
4. 결 론
감사의 글

• 이기학(세종대학교 건축공학과 딥러닝 건축연구소, 건축공학과 교수) | Lee Kihak (Professor, Deep Learning Architecture Research Center, Department of Architectural Engineering, Sejong University) Corresponding author
• 박민수((주)더픽알앤디 실장) | Park Minsoo (Director, The Pick R&D Engineering)
• 이동영(㈜대산이엔지 대표) | Lee Dong-Young (CEO, Daesan Engineering & Glass)
• 이가윤(세종대학교 건축공학과 딥러닝 건축연구소 박사후연구원) | Lee Gayoon (Post-Doc, Deep Learning Architecture Research Center, Department of Architectural Engineering, Sejong University)