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- W3115444990 abstract "The results of an experiment program on punching shear performance of RC slab-column connections are presented in this paper. The first one of five specimens was severed as the control specimen. Two of them were strengthened by studs welded on the rails according to ACI 421.1R-99. The others were reinforced by studs with perforated steel plates. Specimens were tested under constant gravity shear load and the lateral displacement was applied on the top surface of column in a reversed cyclic manner. Punching shear failure occurred for the control specimen at drift ratio of approximately 6%. The specimens with studs on the steel plates showed a significant flexural yielding and sustained deformation up to a drift ratio of 10.6% to 11.9% without obviously losses of strength. The results of the experimental program showed that the flat plate slab strengthened by stud with steel plates is successful in increasing deformation resistance capacity, ductility and avoiding punching shear failures." @default.
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- W3115444990 date "2006-01-01" @default.
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- W3115444990 title "횡하중 작용시 스터드 철판으로 보강된 RC 플랫 플레이트의 뚫림 전단에 관한 실험적 연구" @default.
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