한국콘크리트학회:학술대회논문집 (Proceedings of the Korea Concrete Institute Conference)

한국콘크리트학회 (Korea Concrete Institute)
권호 표지

고리후프형 띠근을 기진 RCS구조 접합부의 거동에 관한 실험적 연구

Experimental study on RCS Beam Column Joints With Hooked Cross ties

  • 박상균 (한양대학교 건축공학과) ;
  • 손민성 (한양대학교 건축공학과) ;
  • 오정근 (삼성물산(주) 건설부분 기술연구소) ;
  • 오경환 (삼성물산(주) 건설부문 건축기술팀) ;
  • 문정호 (한남대학교 건축공학부) ;
  • 이리형 (한양대학교 건축공학부)
  • 발행 : 2000.04.01
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초록

Recently, composite structural systems have been developed actively due to its structural advantages of combining different materials. The objective of this paper is to investigate the structural behavior of composite connection which consist of steel beams and reinforced concrete columns (RCS). Five 2/3 scale joint specimens with variables mainly consist of shear resisting details, were tested under reversal loads. The results showed that RCS beam-column joints maintain ductility, strength compared to other RCS joints and exhibited excellent energy dissipating capacity when subjected to inelastic deformations under reversal load.

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