In this study, the seismic performance of connections between filled composite beam (CG beams) and forming angle composite (FAC) column was experimentally evaluated. First, the bending tests were conducted on two CG beams and the axial tests were conducted on two FAC columns. Then, based on these preliminary test results, the cyclic loading test were performed on two interior connections between CG beam and FAC column. The main difference of two specimens is the plate shape of the CG beam. The test results showed that both specimens achieved the maximum story drift capacity over 0.04 radian which is required for special moment frame.

1. 서 론
2. 부재단위 사전 성능평가
3. 접합부 내진성능 평가
4. 결 론
/ 감사의 글 /
/ REFERENCES /

• 김형섭((주)씨지스 플랜, 대표이사) | Kim, Hyoung Seop
• 이경구(단국대학교, 건축공학과, 교수) | Lee, Kyungkoo Corresponding Author
• 구지모(단국대학교, 건축공학과, 석사과정) | Koo, Jimo