In SRC column, the closed hoops are applied with the same detail of both 135° standard hooks to expect the same performance as hoops of RC columns. This standard detail is actually complicated to construct, thus, two separating rebars are connected in the form of a square shape and welded over the overlapping section. But this is also complicated in construction practice. Therefore, this study describes experimental results regarding cyclic behaviors shown with alternative hoops cramped by the steel clip type-binding device instead of welding and standard specimen. As a result of the experiment, the specimens with alternative hoops of the SRC column showed comparable performance to the specimens with closed hoops. Therefore, it can be evaluated that the alternative hoops applied with the rebar confinement clips in the SRC column can replace the closed hoop.

Abstract
1. 서론
2. 강재 클립형 연결장치
    2.1 연결장치의 제안 및 개선
    2.2 연결장치의 최종 형상과 RC기둥에서 검증
3. 실험 계획 및 방법
    3.1 실험 계획
    3.2 재료 특성
    3.2 가력 및 측정
4. 실험 결과 분석 및 고찰
    4.1 SRC기둥 휨강도 분석
    4.2 균열 양상 및 최종 파괴상태 분석
    4.3 포락곡선, 강성변화, 에너지소산능력 분석
    4.4 H 형강 및 주근, 횡보강근 거동
5. 결론
감사의 글
References

• 김용주(㈜CH구조엔지니어링) | Kim Young-joo (CEO, CH Structural Engineering Co)
• 최병정(경기대학교 건축공학과 교수, 공학박사) | Choi Byong-Jeong (Professor, Kyonggi University of Architectural Engineering) Corresponding author