ArticleExperimental and Theoretical St.udy on Maximum Reinforcement Ratios of High Strength Concrete Flexural Beams
ArticleExperimental and Theoretical St.udy on Maximum Reinforcement Ratios of High Strength Concrete Flexural Beams
ArticleNUMERICAL INVESTIGATION OF THE EFFICIENT USE OF STIFFENERS IN COLD-FORMED CHANNELS SUBJECTED TO BENDING
ArticleNUMERICAL INVESTIGATION OF THE EFFICIENT USE OF STIFFENERS IN COLD-FORMED CHANNELS SUBJECTED TO BENDING
ArticleFLEXURAL BEHAVIOR OF HIGH STRENGTH FIBER REINFORCED CONCRETE BEAMS AS AFFECTED BY RIB GEOMETRY AND GRADE OF MAIN STEEL UNDER STATIC LOADS
ArticleFLEXURAL BEHAVIOR OF HIGH STRENGTH FIBER REINFORCED CONCRETE BEAMS AS AFFECTED BY RIB GEOMETRY AND GRADE OF MAIN STEEL UNDER STATIC LOADS
ArticleFLEXURAL BEHAVIOR OF HIGH STRENGTH OVER REINFORCED CONCRETE BEAMS UNDER STATIC & REPEATED LOADING
ArticleFLEXURAL BEHAVIOR OF HIGH STRENGTH OVER REINFORCED CONCRETE BEAMS UNDER STATIC & REPEATED LOADING
ArticleMINIMUM REINFORCEMENT REQUIRED FOR CONCRETE BEAMS WITH HYBRID BARS AND HYBRID FIBERS-NUMERICAL INVESTIGATION
ArticleMINIMUM REINFORCEMENT REQUIRED FOR CONCRETE BEAMS WITH HYBRID BARS AND HYBRID FIBERS-NUMERICAL INVESTIGATION