Mohamed Hassan 
- (2024): Investigation of Key Parameters Influencing Shear Behavior in Glass-Fiber-Reinforced Polymer (GFRP)-Reinforced Concrete (RC) Interior Slab–Column Connections. In: Buildings, v. 14, n. 5 (24 April 2024).
- (2023): Seismic Analysis of RC Clinker Silos. In: Electronic Journal of Structural Engineering, v. 23, n. 1 (Januar 2023).
- (2001): Seismic Design of Hybrid Coupled Walls. Vorgetragen bei: 2001 Structures Congress and Exposition, Washington, D.C., May 21-23, 2001.
- (2018): Experimental and numerical investigation of the possibilities for the structural health monitoring of railway axles based on acceleration measurements. In: Structural Health Monitoring, v. 18, n. 3 (März 2018).
- (2020): Flexural Performance of Unbonded Posttensioned Rectangular Concrete Filled FRP Tube Beams. In: Journal of Composites for Construction, v. 24, n. 5 (Oktober 2020).
- (2020): Modified strip model for punching-shear strength of FRP-reinforced concrete edge–column slab connections. In: Engineering Structures, v. 216 (August 2020).
- (2020): Lateral cyclic behavior of interior two-way concrete slab–column connections reinforced with GFRP bars. In: Engineering Structures, v. 209 (April 2020).
- (2020): Effect of GFRP Shear Stirrups on Strength of Two-Way GFRP RC Edge Slabs: Experimental and Finite-Element Investigations. In: Journal of Structural Engineering (ASCE), v. 146, n. 5 (Mai 2020).
- (2020): Effect of concrete strength and tube thickness on the flexural behavior of prestressed rectangular concrete-filled FRP tubes beams. In: Engineering Structures, v. 205 (Februar 2020).
- (2019): Effectiveness of Glass Fiber-Reinforced Polymer Stirrups as Shear Reinforcement in Glass Fiber-Reinforced Polymer Reinforced Concrete Edge Slab-Column Connections. In: ACI Structural Journal, v. 116, n. 5 (September 2019).
- (2013): Punching-Shear Strength of Normal and High-Strength Two-Way Concrete Slabs Reinforced with GFRP Bars. In: Journal of Composites for Construction, v. 17, n. 6 (Dezember 2013).
- (2015): Punching Shear Behavior of Two-Way Slabs Reinforced with FRP Shear Reinforcement. In: Journal of Composites for Construction, v. 19, n. 1 (Februar 2015).
- (2017): Effect of Column Size and Reinforcement Ratio on Shear Strength of Glass Fiber-Reinforced Polymer Reinforced Concrete Two-Way Slabs. In: ACI Structural Journal, v. 114, n. 4 (Juli 2017).
- (2014): Punching-shear design equation for two-way concrete slabs reinforced with FRP bars and stirrups. In: Construction and Building Materials, v. 66 (September 2014).
- (2018): Axial behavior of circular CFFT long columns internally reinforced with steel or carbon and glass FRP longitudinal bars. In: Engineering Structures, v. 155 (Januar 2018).
- (2013): Punching shear strength of glass fiber-reinforced polymer reinforced concrete flat slabs. In: Canadian Journal of Civil Engineering / Revue canadienne de génie civil, v. 40, n. 10 (Oktober 2013).
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