BEHAVIOR OF HIGH-PERFORMANCE CONCRETE BEAMS WITH AND WITHOUT FIBER AS AFFECTED BY RIB GEOMETRY OF REINFORCEMENT BARS

FLEXURAL BEHAVIOR OF HIGH STRENGTH FIBER REINFORCED CONCRETE BEAMS AS AFFECTED BY RIB GEOMETRY AND GRADE OF MAIN STEEL UNDER STATIC LOADS

STATIC BEHAVIOUR OF REINFORCED HIGH STRENGTH CONCRETE HAUNCHED BEAMS STRENGHENED BY USING EPOXY BONDED EXTERNAL STEEL PLATES

SHEAR BEAHAVIOR OF HIGH STRENGTH REINFORCED CONCRETE DEEP BEAMS

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

PERFORMANCE OF EXTERNAL REINFORCED CONCRETE BEAM-COLUMN JOINTS MADE OF HIGH STRENGTH CONCRETE

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

SOME PARAMETERS AFFECTING SHEAR BEHAVIOR OF HIGH STRENGTH FIBER REINFORCED CONCRETE BEAMS LONGITUDINALLY REINFORCED WITH BFRP REBARS

SHEAR BEHAVIOR OF FIBER REINFORCED CONCRETE BEAMS

FLEXURAL BEHAVIOR OF OVER REINFORCED HSC BEAMS CONFINED BY RECTANGULAR TIES