Effect of Diaphragms on the Behavior of Reinforced Concrete Box Girder Bridges Diaphragm Behavior in Reinforced Concrete Box Girder Bridges Ultimate Limit Analysis – New Approach Rehabilitation of a Reinforced Concrete Flat Slab Ultimate Limit Analysis of Repaired Reinforced Concrete Elements Ductility of Structures Reinforced by Carbon Fiber Reinforced Plastics Effect of Pile Cap Flexural Rigidity on the Behavior of Bridge Foundations Amendments to the Strut-and-Tie Model in the Design of Pier Heads and Pile Caps Ductility of Structures Reinforced by Carbon Fiber Reinforced Plastics Bi-Axial Ultimate Compressive Strength of Concrete and Code Provisions Flexural Analysis and Limit State of Deformation for R. C Sections Upgraded Using FRP Towards a Code of Practice for FRP-Concrete Composite Structures Effect of Difference in Coefficient of Thermal Expansion Between Concrete and FRP Strut And Tie Approach Should Be Incorporated in The Egyptian Code Effect of Dynamic Analysis of Grouped Piles on the Seismic Behavior of Bridge Piers and Foundations FRP Strengthening for Low Strength Concretes Tolerances Specified by the ECCP Versus As –Built Data Shear Strength of Reinforced Concrete Deep Beams “Effect of Differential Temperature Gradients on the Behavior of Bridge Decks Effect of Difference in Coefficient of Thermal Expansion Between Reinforced Concrete and FRP: Experimental Work Behavior of Negative Moment Regions in Reinforced Concrete T-Beams Strengthened in Shear by CFRP