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Flat reinforced concrete slabs are widely used in building construction due to their architectural flexibility, reduced story height, and simplified formwork. However, their structural performance is often governed by punching shear failure at slab–column connections. This failure mode is brittle, occurs with little warning, and can lead to progressive collapse. ...
ادامه نوشته »Behavior and punching capacity of flat slabs with the rational use of UHPFRC
