Nayera Mohamed
- Effect of boundary element confinement configuration on the performance of GFRP-Reinforced concrete shear walls. Dans: Engineering Structures, v. 225 (décembre 2020). (2020):
- Experimental Investigation: A New Ductility-Based Force modification Factor Recommended for Concrete Shear Walls Reinforced with GFRP Bars. Dans: ACI Structural Journal, v. 116, n. 1 (janvier 2019). (2019):
- Deformability and Stiffness Characteristics of Concrete Shear Walls Reinforced with Glass Fiber-Reinforced Polymer Reinforcing Bars. Dans: ACI Structural Journal, v. 117, n. 1 (janvier 2020). (2020):
- Experimental Investigation of Concrete Shear Walls Reinforced with Glass Fiber–Reinforced Bars under Lateral Cyclic Loading. Dans: Journal of Composites for Construction, v. 18, n. 3 (juin 2014). (2014):
- Beam-Testing Method for Assessment of Bond Performance of FRP Bars in Concrete under Tension–Compression Reversed Cyclic Loading. Dans: Journal of Composites for Construction, v. 21, n. 1 (février 2017). (2017):
- Flexure and Shear Deformation of GFRP-Reinforced Shear Walls. Dans: Journal of Composites for Construction, v. 18, n. 2 (avril 2014). (2014):
- Aspects of Deformability of Concrete Shear Walls Reinforced with Glass Fiber–Reinforced Bars. Dans: Journal of Composites for Construction, v. 19, n. 5 (octobre 2015). (2015):
- Numerical simulation of mid-rise concrete shear walls reinforced with GFRP bars subjected to lateral displacement reversals. Dans: Engineering Structures, v. 73 (août 2014). (2014):