Efficiency of (GFRP- Steel) Stirrups in Reinforcing the Punching of Slab-Column Connections subjected to Eccentric Load

Investigating ACI 318-08 Punching Shear Provisions for Design of Isolated Footings.

Effect of Different fibers on Punching shear capacity

Behavior of Lightweight Reinforced Concrete Flat Slabs Subjected to Punching Shear

STRENGTHENING OF FLAT SLABS CONNECTION WITH EDGE COLUMNS AGAINST PUNCHING SHEAR USING NEAR SURFACE MOUNTED (NSM) CARBON FIBER REINFORCED POLYMER (CFRP) BARS

BEHAVIOR OF HIGH STRENGTH CONCRETE BEAMS REINFORCED WITH (GFRP) BARS

Punching Shear Behaviour of Flat Slabs Reinforced with U-Stirrups

AN Experimental Study on Strengthening of R.C Flat Slab Edge Column Connections Subjected to Punching Shear Due to Eccentric Loads Using FRP

Shear Behavior of High-Strength Fiber Reinforced Concrete Deep Beams.

Punching Shear Behavior of Reinforced Concrete Flat Slabs with Steel Shearheads