Effect of Externally Bonded Glass Fiber Reinforced Polymer Wraps on Tension Lap Splice Length Behavior of High Strength Reinforced Concrete Beams Subjected to Combined Torsion and Bending Experimental Investigation of Shear Enhancement Using E-Glass/Epoxy Laminates on Bearing Walls of Old Building Workability Loss of Superplasticized Concrete Shear Behavior of High-Strength Reinforced Concrete Beams with and without Fibers Experimental Investigation on the Out-of-Plane Response of Unreinforced Brick Walls Retrofitted with FRP Composites Cyclic Testing of Bridge Frames Strengthened by Infill Walls Repair and Structural Upgrade of R/C Columns Using Polymeric Composite Laminates Bonding of Coated and Uncoated Bars to Concrete with Different Types of Coarse Aggregates BEHAVIOR OF A CONFINED TENSION LAP SPLICE IN HIGH-STRENGTH REINFORCED CONCRETE BEAMS Lateral Response Behavior of Symmetric High-Rise Buildings Behavior of Concrete Deep Beams Reinforced with Inclined Web Reinforcement around Different Opening Shapes Punching Strengthening of Concrete Slab-column Connections Using Near Surface Mounted (NSM) Carbon Fiber Reinforced Polymer (CFRP) Bars Repairing and Strengthening Of RC Beams Using Thin Lower Concrete Layer Reinforced By FRP Bars Shear Strengthening of R.C Beams with FRP Using (NSM) Technique Shear strengthening of reinforced concrete beams with rectangular web openings by FRP Composites Lateral Response Behavior of High-Rise Buildings in One Direction Eccentricity Experimental and Analytical Investigation of Reinforced Concrete Beams with Large Web Opening under Pure Torsion STRENGTHENING AND REPAIR OF REINFORCEMENT CONCRETE SLAB-COLUMN CONNECTION SUBJECTED TO PUNCHING SHEAR USING (CFRP-GFRP-STEEL) STIRRUPS “Analysis of Ground Tie-beams Connected Isolated Footings Resting on Soil”, Fourth Arab Conference of Structure Engineering, Cairo.