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NTIS 바로가기콘크리트학회논문집 = Journal of the Korea Concrete Institute, v.22 no.4, 2010년, pp.585 - 593
최경규 (숭실대학교 건축학부) , 박홍근 (서울대학교 건축학과) , 김혜민 (숭실대학교 건축학부)
On the basis of the strain-based shear strength model developed in the previous study, a strength model was developed to predict the direct punching shear capacity and unbalanced moment-carrying capacity of interior and exterior slab-column connections. Since the connections are severely damaged by ...
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