The effect of critical regions reinforcement on the flexural capacity and moment redistribution of RC continuous T-beams (Experimental and Numerical study)

THE EFFECT OF SOLID PARTS ON THE NON-LINEAR BEHAVIOR OF ONE WAY RIBBED SLABS

FATIGUE BEHAVIOR OF RC SLABS STRENGTHENED EXTERNALLY WITH CFRP SHEETS

EFFICIENCY OF INTERNAL STRENGTHENING R.C BEAMS WITH RECTANGULAR OPENINGS IN SHEAR ZONE BY USING STEEL PLATES

STRENGTHENING OF LOADED REINFORCED CONCRETE COLUMNS

Influence of Stirrups and Concrete Strength on Behavior of RC Beams Strengthened in Shear with CFRP–Strips

BEHAVIOUR OF HIGH-PERFORMANCE CONCRETE BEAMS AS AFFECTED BY BONDED PART AND RIB GEOMETRY OF MAIN STEEL REINFORCEMENT

BOND CHARACTERISTICS AND ROTATIONAL CAPCITY FOR REINFORCED CONCERETE EXTERIOR JOINTS AS AFFECTED BY BONDED PART AND RIB GEOMETRY FOR STEEL REINFORCEMENT BARS

EFFECT OF CHANGING THE REINFORCEMENT DIRECTIONS FOR R. C. TWO-WAY SOLID SLABS

FLEXURAL BEHAVIOR OF OVER REINFORCED HSC BEAMS CONFINED BY RECTANGULAR TIES