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

한국콘크리트학회 (Korea Concrete Institute)
권호 표지

외부 넓은 보-기둥 접합부의 이력거동에 관한 연구

Hysteretic Behavior of Wide Beam-Column joint

  • 서수연 (충주대학교 건축공학과) ;
  • 김종선 (충주대학교 대학원) ;
  • 윤용대 (충주대학교 건축공학과) ;
  • 이우진 (충주대학교 산업과학연구소) ;
  • 김상식 ((주)정일구조 엔지니어링) ;
  • 윤승조 (충주대학교 건축공학과)
  • 발행 : 2004.11.01
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초록

The purpose of this paper is to study the effect of longitudinal reinforcement for anchoring in the wide beam column joint as wall as the contribution of depth of spandrel beam to hysteretic behavior of the wide beam column joint. From the test it was shown that the specimen with anchorage in the joint had higher strength than the specimen with normal hook anchorage. Specimen with debonded reinforcement at out of Id from column face failed showing moved plastic hinge and less strength than normal specimen. However, the dissipated energy was increased $11\%$.

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