MODELING OF REINFORCED CONCRETE BEAMS WITH AND WITHOUT OPENING BY USING ANSYS

NONLINEAR FINITE-ELEMENT ANALYSIS FOR RC BEAMS STRENGTHENED WITH FABRIC-REINFORCED CEMENTITIOUS MATRIX

BEHAVIOUR OF REINFORCED HIGH-STRENGTH CONCRETE BEAMS WITH OPENINGS SUBJECTED TO STATIC AND REPEATED LOADINGS

EFFECT OF OPENINGS ON THE STATICAL BEHAVIOUR OF REINFORCED HIGH STRENGTH CONCRETE L- BEAMS

NON-LINEAR FINITE ELEMENT MODEL FOR REINFORCED CONCRETE DEEP BEAMS FAILING IN SHEAR

Behavior of Reinforced Concrete Beams with Openings in the Shear Zone

NUMERICAL STUDY ON THE BEHAVIOR OF RC BEAMS WITH OPENINGS STRENGTHENED WITH ULTRA HIGH PERFORMANCE – FIBER REINFORCED CONCRETE (UHP-FRC)

NONL~~EAR ANALYSIS OF RC BEAMS w& OPENINGS , . , . SUBJECTED TO TORSION

Effect of Opening Dimensions and Positions on Static Behavior of High strength RC Perforated T-Beams

F.E. ANALYSIS OF R.C. WALL WITH OPENING USING DIFFERENT STRENGTHENING TECHNIQUES