ArticleTHREE-DIMENSIONAL MODELLING FOR REINFORCED CONCRETE BEAMS WITH OPENINGS BASED ON NONLINEAR ELASTIC-DAMAGE THEORY
ArticleTHREE-DIMENSIONAL MODELLING FOR REINFORCED CONCRETE BEAMS WITH OPENINGS BASED ON NONLINEAR ELASTIC-DAMAGE THEORY
ArticleBEHAVIOUR OF REINFORCED HIGH-STRENGTH CONCRETE BEAMS WITH OPENINGS SUBJECTED TO STATIC AND REPEATED LOADINGS
ArticleBEHAVIOUR OF REINFORCED HIGH-STRENGTH CONCRETE BEAMS WITH OPENINGS SUBJECTED TO STATIC AND REPEATED LOADINGS
ArticleEFFICIENCY OF INTERNAL STRENGTHENING R.C BEAMS WITH RECTANGULAR OPENINGS IN SHEAR ZONE BY USING STEEL PLATES
ArticleEFFICIENCY OF INTERNAL STRENGTHENING R.C BEAMS WITH RECTANGULAR OPENINGS IN SHEAR ZONE BY USING STEEL PLATES
ArticleEffect of Opening Dimensions and Positions on Static Behavior of High strength RC Perforated T-Beams
ArticleEffect of Opening Dimensions and Positions on Static Behavior of High strength RC Perforated T-Beams
ArticleNUMERICAL STUDY ON THE BEHAVIOR OF RC BEAMS WITH OPENINGS STRENGTHENED WITH ULTRA HIGH PERFORMANCE – FIBER REINFORCED CONCRETE (UHP-FRC)
ArticleNUMERICAL STUDY ON THE BEHAVIOR OF RC BEAMS WITH OPENINGS STRENGTHENED WITH ULTRA HIGH PERFORMANCE – FIBER REINFORCED CONCRETE (UHP-FRC)