George Morcous 
- (2007): Pareto Analysis for Multicriteria Optimization of Bridge Preservation Decisions. In: Transportation Research Record: Journal of the Transportation Research Board, v. 1991, n. 1 (January 2007).
- (2023): Predicting strength of non-prestressed concrete I-beams repaired/strengthened in flexure and shear using Ultra-High-Performance Concrete (UHPC). In: Structures, v. 58 (December 2023).
- (2021): Precast concrete deck-to-girder connection using Ultra-High Performance Concrete (UHPC) shear pockets. In: Engineering Structures, v. 248 (December 2021).
- (2018): Shear Strength of Deep Hollow-Core Slabs. In: ACI Structural Journal, v. 115, n. 3 (May 2018).
- (2019): Performance Evaluation of a New Precast Concrete Bridge Deck System. In: Journal of Bridge Engineering (ASCE), v. 24, n. 6 (June 2019).
- (2010): Structural behavior of FRP sandwich panels for bridge decks. In: KSCE Journal of Civil Engineering, v. 14, n. 6 (October 2010).
- (2016): Strand bond stress–slip relationship for prestressed concrete members at prestress release. In: Materials and Structures, v. 49, n. 3 (March 2016).
- (2011): Use of 0.7-in.- diameter strands in pretensioned bridge girders. In: PCI Journal, v. 56, n. 4 (September 2011).
- (2011): Welded-wire reinforcement versus random steel fibers in precast, prestressed concrete bridge girders. In: PCI Journal, v. 56, n. 2 (March 2011).
- (2009): Transverse post-tensioning design and detailing of precast, prestressed concrete adjacent-box-girder bridges. In: PCI Journal, v. 54, n. 4 (September 2009).
- (2013): Shallow Flat Soffit Precast Concrete Floor System. In: Practice Periodical on Structural Design and Construction, v. 18, n. 2 (May 2013).
- (2013): Structural Performance of Precast/Prestressed Bridge Double-Tee Girders Made of High-Strength Concrete, Welded Wire Reinforcement, and 18-mm-Diameter Strands. In: Journal of Bridge Engineering (ASCE), v. 18, n. 10 (October 2013).
- (2014): Review of Transverse Reinforcement Requirements for Precast Load-Bearing Wall Panels with Large Openings under Compression. In: Journal of Architectural Engineering (ASCE), v. 20, n. 2 (June 2014).
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