In this study, to verify the structural performance of the Composite Joint System (CJS) hybrid structural model, a cyclic load test was performed and evaluated and verified through the test. To verify the structural performance of the CJS hybrid structural systems’ joint and evaluate the seismic performance, four three-dimensional real-size specimens were developed with three internal beam-column specimens and one external beam-column specimen. The three interior column specimens were classified by different methods of joining the upper column and lower column, and the same bonding method as the primary specimen was used for the exterior column. The structural performances in terms of drift, strength, and energy dissipation capacity were analyzed and compared based on the experimental results. From the displacement-based loading experiment, all specimens showed a lateral drift of 4.0% without any significant strength drop and stable energy dissipation capacity.

A B S T R A C T
1. 서 론
2. 실험 계획
    2.1 실험 목적 및 구성
    2.2 실험체 변수 고려 및 제작 과정
    2.3 CJS합성접합부공법 실험체특성
    2.4 CJS 합성접합부공법 실험체 제원 및 제작
    2.5 가력 계획
    2.6 재료시험
    2.7 설계 휨강도
3. 실험 결과 및 분석
    3.1 하중-변위 관계
    3.2 에너지 소산 능력
    3.3 상부 주철근 변형률
4. 결 론
REFERENCES

• 임창규(세종대학교 건축공학과 석사과정) | Lim, Chang Gue (Graduate Student, Dept. of Architectural Eng., Sejong University)
• 신지욱(경상국립대학교 건축공학과 교수) | Shin, Jiuk (Professor, Dept. of Architectural Eng., Gyeongsang National University)
• 문아해(세종대학교 건축공학과 석사과정) | Moon, A Hae (Graduate Student, Dept. of Architectural Eng., Sejong University)
• 김용남(3)(주)미래구조엔지니어링 대표) | Kim, Yong Nam (CEO, Mirae Structural Engineering Co., Ltd.,)
• 이기학(세종대학교 건축공학과 교수) | Lee, Kihak (Professor, Dept. of Architectural Eng., Sejong University) Corresponding autho