Ahmed B. Shuraim
- Efficacy of CFRP configurations for shear of RC beams: experimental and NLFE. In: Structural Engineering and Mechanics, v. 39, n. 3 (August 2011). (2011):
- A variable layering system for nonlinear analysis of reinforced concrete plane frames. In: Structural Engineering and Mechanics, v. 11, n. 1 (January 2001). (2001):
- Influence of Stirrup Corrosion on Shear Strength of Reinforced Concrete Slender Beams. In: ACI Structural Journal, v. 113, n. 6 (November 2016). (2016):
- Coupled effect of coarse aggregate and micro-silica on the relation between strength and elasticity of high performance concrete. In: Construction and Building Materials, v. 175 (June 2018). (2018):
- Analysis of punching shear in high strength RC panels-experiments, comparison with codes and FEM results. In: Computers and Concrete, v. 17, n. 6 (June 2016). (2016):
- Effect of Stirrup Corrosion on the Shear Strength of Reinforced Concrete Short Beams. In: Journal of Civil Engineering and Management, v. 22, n. 4 (August 2016). (2016):
- Coupled Effect of Coarse Aggregate Type and Silica Fume on Creep Coefficients of High-Strength Concrete. In: Journal of Materials in Civil Engineering (ASCE), v. 28, n. 12 (December 2016). (2016):
- Behavior of Wide Shallow RC Beams Strengthened with CFRP Reinforcement. In: Journal of Composites for Construction, v. 16, n. 4 (August 2012). (2012):
- Efficiency of CFRP Strengthening in Controlling the Deflection of RC Beams in a Redundant Structural System. In: Journal of Composites for Construction, v. 20, n. 2 (April 2016). (2016):
- Long-term behavior of wide shallow RC beams strengthened with externally bonded CFRP plates. In: Construction and Building Materials, v. 51 (January 2014). (2014):
- Investigation for the impact of nature of coarse aggregate on the passive layer formation and corresponding corrosion of reinforcement bars in high performance concrete. In: Construction and Building Materials, v. 100 (December 2015). (2015):
- Size effect on shear resistance of high strength concrete deep beams. In: Materials and Structures, v. 49, n. 5 (May 2016). (2016):
- Experimental verification of strut and tie model for HSC deep beams without shear reinforcement. In: Engineering Structures, v. 117 (June 2016). (2016):
- A New Design Methodology for the Ultimate Capacity of Slender Prestressed Concrete Columns. In: PCI Journal, v. 48, n. 1 (January 2003). (2003):
- Transverse Stirrup Configurations in RC Wide Shallow Beams Supported on Narrow Columns. In: Journal of Structural Engineering (ASCE), v. 138, n. 3 (March 2012). (2012):
- (2016): Experimental Verification of Resistance-Demand Approach for Shear of HSC Beams. In: International Journal of Concrete Structures and Materials, v. 10, n. 4 (November 2016).