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

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

Experimentally, analytically, and numerically investigation of punching shear behaviour of edge-flat slab column connections with different opening numbers

Behavior of Lightweight Reinforced Concrete Flat Slabs Subjected to Punching Shear

Punching Shear Behaviour of Flat Slabs Reinforced with U-Stirrups

NUMERICAL INVESTIGATION OF PUNCHING SHEAR STRENGTH OF SLAB-COLUMN CONNECTIONS

Punching Shear Behavior of Reinforced Concrete Flat Slabs with Steel Shearheads

BEHAVIOR AND NUMERICAL ANALYSIS OF REPAIRED AND STRENGTHENED RC SLAB-COLUMN EDGE CONNECTIONS

Resistance of Punching Shear Strength of RC Flat Slabs According to Laboratory and Finite Element Analysis Study Comparison of International Codes

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