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

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

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

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

Performance of Lateral Torsional Buckling in Simple Steel T-beams with Openings

THEORETICAL STUDY ON STATIC SHEAR BEHAVIOR OF HIGH STRENGTH CONCRETE BEAMS COMPARED WITH NORMAL STRENGTH CONCRETE BEAMS

Experimental Study Of High Strength Concrete T-Sections With Flange Openings

STATIC BEHAVIOUR OF DIFFERENT TYPES OF R.C BEAM-COLUMN CONNECTIONS AS AFFECTED BY BOTH VALUE OF ACTING AXIAL NORMAL FORCE AND GRADE OF USED CONCRETE (THEORETICAL STUDY)

STATIC BEHAVIOUR OF DIFFERENT TYPES OF R.C BEAM-COLUMN CONNECTIONS AS AFFECTED BY BOTH VALUE ACTING LATERAL HORIZONTAL FORCEAND GRADE OF USED CONCRETE (THEORETICAL STUDY) Part Two

Flexural behavior of RC continuous T-beams reinforced with hybrid CFRP/ steel bars (experimental and numerical study)