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

Korea Concrete Institute (한국콘크리트학회)
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Experimental Study on the Effective Joint Width of the SRC Column-Steel Beam Joint

철골철근콘크리트 기둥-철골 보 접합부의 유효폭에 관한 실험적 연구

  • 연선아 (한양대학교 대학원) ;
  • 김승훈 (한양대학교 대학원) ;
  • 서수연 (한양대학교 초대형구조시스템연구센터) ;
  • 이리형 (한양대학교 건축공학부) ;
  • 홍원기 (삼성중공업(주) 건설부문)
  • Published : 2001.05.01
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Abstract

To investigate factors influencing the effective width of. SRC column-steel beam joint resisting the moment as strut, six specimens are designed and tested. Parameters in the test are column width, beam height and horizontal tie within beam depth. From the test, using either wide column width or ties, strength and stiffness of joint were developed. The lower beam height the specimens showed the lower moment.

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