Our study develops a finite element analysis (FEA) model to evaluate the seismic performance of a two-story reinforced concrete (RC) school building and validates it through experiments. We developed a methodology that reflects failure modes from past experiments and validated it by comparing results at both the member (columns) and system (beam-column joints) levels. We created an FEA model for seismic-vulnerable RC moment frames using this methodology. This model incorporates bond-slip effects using three methods: Merged Nodes, Constrained Beam in Solid Penalty (CBISP), and Constrained Beam in Solid Friction (CBISF), which model the interaction between reinforcement and concrete. The approach provides a reliable tool for evaluating seismic performance and improves the accuracy of reinforced concrete frame evaluations.

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1. 서 론
2. 실규모 철근콘크리트 학교 건축물 실험
    2.1 실물 실험 개요
    2.2 실험 결과
3. 부재 및 시스템 단위 모델 방법론 개발 및 검증
    3.1 기둥 부재 단위 모델 개발 및 검증
    3.2 보-기둥 접합부 시스템 단위 모델 개발 및 검증
4. 골조 단위 유한요소해석 모델 개발 및 검증
    4.1 유한요소해석 모델 개발 및 검증
5. 결 론
/ 감사의 글 /
/ REFERENCES /

• 강해원(경상국립대학교 건축공학과 석사과정) | Kang Haewon (M.S. Student, Department of Architectural Engineering, Gyeongsang National University)
• 김예은(경상국립대학교 건축공학과 박사과정) | Kim Ye-Eun (Ph.D. Student, Department of Architectural Engineering, Gyeongsang National University)
• 신승훈((주)힐엔지니어링 이사) | Shin Seunghun (Director, Hill Engineering Co., Ltd.)
• 신지욱(경상국립대학교 건축공학과 부교수, 공학박사) | Shin Jiuk (Assistant Professor (Ph.D.), Department of Architectural Engineering, Gyeongsang National University) Corresponding author