한국콘크리트학회:학술대회논문집 (Proceedings of the Korea Concrete Institute Conference)
- 한국콘크리트학회 2005년도 봄학술 발표회 논문집(I)
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- Pages.227-230
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- 2005
철근콘크리트 보-기둥 접합부의 연성능력 평가
Predicting the Ductility Capacity of Reinforced Concrete Beam-Column Joints
- 발행 : 2005.05.01
초록
This paper provides a method to predict the ductile capacity of reinforced concrete beam-column joints that fail in shear after the plastic hinges occur at both ends of the adjacent beams. The proposed method takes into account shear strength deterioration in the beam-column joints. The shear strength and the corresponding ductility of the proposed method was verified by comparing with the four RC beam-column assembles under reversed cyclic loading corrected from the technical literature. Comparisons between the observed and calculated shear strengths and their corresponding ductilities of the tested assembles, showed reasonable agreement
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