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This paper investigates the punching shear failure in reinforced concrete flat slabs, particularly focusing on slabs with holes and shear reinforcement. Experimental analysis of nine square slabs revealed that openings near columns significantly affect punching shear strength, while appropriate shear reinforcement can mitigate this loss. The study highlights discrepancies in design codes regarding punching resistance and emphasizes the need for further research in this area.

Author

Sam Sam

Language

EN