The purpose of this study is to deliberate on design application for a structure of beam with partially restrained composite connection to CFT column. It was intended to apply an economic and stable component by adjusting stiffness ratio of column connection through partially restrained composite connection. As a result of the review of stability of the structure, it was confirmed that in case of a low-rise building as a moment frame, it could be resisted without brace, as stiffness was increased when taking advantage of partial restrained composite connection by composite action.

ABSTRACT
 1. 연구배경 및 목적
 2. 해석 대상 및 방법
 3. 접합조건에 따른 안정성(변위)비교
 4. 강접과 반강접과의 경제성 분석
 5. 합성반강접보의 경제성 분석
 6. 결론
 참고 문헌

• 박영욱((주)한미파슨스) | Park Young-Wook
• 김선희(서울시립대학교 건축공학과) | Kim Sun-Hee
• 김요숙(서울시립대학교 건축공학과) | Kim Yo-Suk
• 김대중(삼성물산(주)) | Kim Dae-Joong
• 최성모(서울시립대학교 건축학부) | Choi Sung-Mo