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

Korea Concrete Institute (한국콘크리트학회)
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Strength Prediction of Interior Beam-column Joint using 3D Strut-Tie Model

3차원 스트럿-타이 모델을 이용한 내측 보-기둥 접합부의 강도 예측

  • 윤영묵 (경북대학교 토목공학과) ;
  • 김병헌 (경북대학교 대학원 토목공학과) ;
  • 이원석 (경북대학교 대학원 토목공학과)
  • Published : 2004.11.01
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Abstract

The current design procedures of ACI 318-02, CE3-FIP and NZS 3101 for interior beam-column joints do not provide engineers with a clear understanding of the physical behavior of beam-column joints. In this paper, the failure strengths of the interior beam-column joint specimens tested to failure were evaluated using the 3-dimensional strut-tie model approach, design criteria of ACI 318-02, ACI-ASCE committee 352 and Park and paulay, and softened strut-tie model approach. The analysis results obtained from the 3-dimensional strut-tie model approach were compared with those obtained from the other approaches, and the validity of the approach implementing a 3-dimensional strut-tie model was examined.

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