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최경규(Choi, Kyoung-Kyu),신동우(Shin, Dong-Woo),박홍근(Park, Hong-Gun) 한국구조물진단유지관리학회 2010 한국구조물진단학회 학술발표회논문집 Vol.2010 No.2
An alternative design method for slab-column connections subjected to unbalanced moment was developed. In the proposed method, the flexual moment component and moment developed by eccentric shear stress were seperately evaluated. By comparing its prediction with existing test results, it was found that the proposed method showed better strength prediction than current ACI 318-08.