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NTIS 바로가기콘크리트학회논문집 = Journal of the Korea Concrete Institute, v.17 no.2, 2005년, pp.191 - 200
안경수 (서울대학교 건축학과) , 박홍근 (서울대학교 건축학과)
Flat plate-column connections are susceptible to brittle punching shear failure, which may result in collapse of the overall structure. In the present study, a new shear reinforcement for the plate-column connection, the lattice shear reinforcement was developed. Experimental study for the lattice s...
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