| Fiber-Reinforced Plastic Jackets for Ductility Enhancement of Reinforced Concrete Bridge Columns with Poor Lap-Splice Detailing | حلوان | 1993 |
| Seismic Design Criteria for Circular Lap-Spliced Reinforced Concrete Bridge Columns Retrofitted with Fiber-Reinforced Polymer Jackets | حلوان | 1993 |
| Seismic Design Guidelines for Squat Composite Jacketed Circular and Rectangular Reinforced Concrete Bridge Columns | حلوان | 1993 |
| Behavior of Cyclically Loaded Squat Reinforced Concrete Bridge Columns Upgraded with Advanced Composite-Material Jackets | حلوان | 1993 |
| Effect of Blast Loading on CFRP Retrofitted RC Columns s | حلوان | 1993 |
| Blast Analysis of a Typical Reinforced Concrete Building of Riyadh | حلوان | 1993 |
| Progressive Collapse Analysis of a Typical RC Building of Riyadh | حلوان | 1993 |
| Effect of Specimen Size on the Strength of Frp-Confined Concrete | حلوان | 1993 |
| Numerical Analysis for Progressive Collapse Potential of a Typical Framed Concrete Building | حلوان | 1993 |
| Progressive Collapse Analysis of a Rc Building Subjected To Blast Loads | حلوان | 1993 |
| Textile-Reinforced Mortar versus FRP as Strengthening Material for Seismically Deficient RC Beam-Column Joints | حلوان | 1993 |
| Effect of Blast Loading on Cfrp-Retrofitted Rc Columns– A Numerical Study | حلوان | 1993 |
| Behavior of Frp-Confined Concrete After High Temperature Exposure | حلوان | 1993 |
| Textile-Reinforced Mortar versus FRP as Strengthening Material for Seismically Deficient RC Beam-Column Joints | حلوان | 1993 |
| Numerical Study for Retrofitting of RC Columns for Blast Loading - NBM Media | حلوان | 1993 |
| Experimental and Numerical Study for the Shear Strengthening of RC Beams Using Textile Reinforced Mortar | حلوان | 1993 |
| Flexural Strengthening of Rc Beams Using Textile Reinforced Mortar– Experimental and Numerical Study | حلوان | 1993 |
| Experimental and Numerical Investigation of Size Effects in Frp-Wrapped Concrete Columns | حلوان | 1993 |
| Prediction of Strength Parameters of Frp-Confined Concrete | حلوان | 1993 |
| Seismic Evaluation of the ACI Code Provisions for Lap Splicing of Longitudinal Bars in R/C Rectangular Bridge Columns | حلوان | 1993 |
| Experimental and Numerical Investigation for the Flexural Strengthening of Rc Beams Using Near-Surface Mounted Steel or Gfrp Bars | حلوان | 1993 |
| Prediction of Punching Shear Strength of HSC Interior Slab-Column Connections | حلوان | 1993 |
| Flexural Strengthening of Rc Beams Using Textile Reinforced Mortar– Experimental and Numerical Study | حلوان | 1993 |
| Prediction of Intermediate Crack Debonding Strain of Externally Bonded FRP Laminates in RC Beams and One-Way Slabs | حلوان | 1993 |
| Progressive Collapse Potential of a Typical Steel Building Due To Blast Attacks | حلوان | 1993 |
| Experimental and FE Study on RC One-Way Slabs Upgraded with FRP Composites | حلوان | 1993 |
| Progressive Collapse Analysis of RC Buildings Against Internal Blast | حلوان | 1993 |
| Shear Strength Prediction of Hsc Slender Beams Without Web Reinforcement | حلوان | 1993 |
| Blast Response of Gfrp-Strengthened Infill Masonry Walls | حلوان | 1993 |
| Effect of Elevated Temperature Environments on the Residual Axial Capacity of Rc Columns Strengthened With Different Techniques | حلوان | 1993 |
| Behavior and Design Aspects of Frp-Strengthened Urm Walls Under Out-Of-Plane Loading | حلوان | 1993 |
| Effect of High Temperature on Structural Response of Reinforced Concrete Circular Columns Strengthened With Fiber Reinforced Polymer Composites | حلوان | 1993 |
| Investigation of Precast Rc Beam-Column Assemblies Under Column-Loss Scenario | حلوان | 1993 |
| Strengthening of Precast Rc Beam-Column Connections for Progressive Collapse Mitigation Using Bolted Steel Plates | حلوان | 1993 |
| Experimental Investigation on Vulnerability of Precast RC Beam-column Joints to Progressive Collapse | حلوان | 1993 |
| Behavior of FRP-Strengthened RC Beams with Large Rectangular Web Openings in Flexure Zones: Experimental and Numerical Study | حلوان | 1993 |
| Experimental and Numerical Study on Frp-Upgraded Rc Beams With Large Rectangular Web Openings in Shear Zones | حلوان | 1993 |
| Assessment of Progressive Collapse Potential of Special Moment Resisting Rc Frames– Experimental and Fe Study | حلوان | 1993 |
| ANN Models for Prediction of Residual Strength of Hsc After Exposure to Elevated Temperature | حلوان | 1993 |
| Organic Versus Inorganic Matrix Composites for Bond-Critical Strengthening Applications of Rc Structures – State-Of-The-Art Review | حلوان | 1993 |
| Residual Compressive Strength of High-Strength Concrete Exposed to Elevated Temperatures | حلوان | 1993 |
| Development Limitations of Compressive Arch And Catenary Actions in Reinforced Concrete Special Moment Resisting Frames Under Column-Loss Scenarios | حلوان | 1993 |
| Investigation of Different Steel Intermediate Moment Frame Connections Under Column-Loss Scenario | حلوان | 1993 |
| Upgrading of Precast Rc Beam-Column Joints Using Innovative Frp/Steel Hybrid Technique for Progressive Collapse Prevention | حلوان | 1993 |
| Finite Element Analysis for Progressive Collapse Potential of Precast Concrete Beam-To-Column Connections Strengthened With Steel Plates | حلوان | 1993 |
| Hybrid UHPC/NSM CFRB Strips vs. Traditional Systems for Flexural Upgrading of Rc Beams– Experimental and Fe Study | حلوان | 1993 |
| Effect of Rebar Spacing on the Behavior of Concrete Slabs under Projectile Impact | حلوان | 1993 |
| Progressive Collapse Risk of 2D and 3D Steel-Frame Assemblies Having Shear Connections | حلوان | 1993 |
| Simplified Analytical Models for Progressive Collapse Assessment of Precast RC Beam-Column Assemblies Upgraded with Hybrid NSM/FRP System | حلوان | 1993 |
| Behavior of Axially Loaded L-Shaped Rc Columns Strengthened Using Steel Jacketing | حلوان | 1993 |
| Residual Compressive Strength of Plain and Fiber Reinforced Concrete After Exposure to Different Heating and Cooling Regimes | حلوان | 1993 |
| New Moment-Resisting Beam-Column Joints to Increase Progressive Collapse Resistance of Precast Concrete Buildings | حلوان | 1993 |
