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

Korea Concrete Institute (한국콘크리트학회)
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Structural Behavior of Joints Consisting of Reinforced Concrete Column and Steel Beam

철근콘크리트 기둥과 철골 보로 이루어진 혼합구조 접합부의 역학적 거동

  • 김도균 (한양대학교 건축공학과 석사) ;
  • 김욱종 (한양대학교 건축공학과) ;
  • 이동렬 (삼성물산(주) 건설부분 건축기술팀) ;
  • 문정호 (한남대학교 건축공학과) ;
  • 이리형 (한양대학교 건축공학과)
  • Published : 1999.10.01
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Abstract

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 moment connection in composite structures which consist of steel beams and reinforced concrete columns. In this study, three 1/2 scale joint specimens were tested under reversal loads. The results showed that beam-column joints maintain ductility, strength and exhibit excellent energy-dissipating capacity when subjected to inelastic deformations under reversal load.

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