Gustavo J. Parra-Montesinos
- Behavior of Monotonically Loaded Slab-Column Connections Reinforced with Shear Studs. In: ACI Structural Journal, v. 114, n. 1 (Januar 2017). (2017):
- Behavior of Biaxially Loaded Slab-Column Connections with Shear Studs. In: ACI Structural Journal, v. 112, n. 3 (Mai 2015). (2015):
- Behavior of Longitudinal Joints in Staged Concrete Bridge Decks Subject to Displacements during Curing. In: Journal of Bridge Engineering (ASCE), v. 24, n. 7 (Juli 2019). (2019):
- Seismic Response of Fiber-Reinforced Concrete Coupled Walls. In: ACI Structural Journal, v. 113, n. 3 (Mai 2016). (2016):
- Ultra-high performance concrete and fiber reinforced concrete: achieving strength and ductility without heat curing. In: Materials and Structures, v. 45, n. 3 (März 2012). (2012):
- Fiber distribution and orientation in UHP-FRC beams and their effect on backward analysis. In: Materials and Structures, v. 47, n. 11 (November 2014). (2014):
- Development of connections between hybrid steel truss–FRC beams and RC columns for precast earthquake-resistant framed construction. In: Engineering Structures, v. 27, n. 13 (November 2005). (2005):
- Bond Behavior of Strand Embedded in Fiber Reinforced Cementitious Composites. In: PCI Journal, v. 51, n. 6 (November 2006). (2006):
- Seismic Behavior and Detailing of High-Performance Fiber-Reinforced Concrete Coupling Beams and Coupled Wall Systems. In: Journal of Structural Engineering (ASCE), v. 139, n. 8 (August 2013). (2013):
- Seismic Behavior of Reinforced Concrete Column-Steel Beam Subassemblies and Frame Systems. In: Journal of Structural Engineering (ASCE), v. 130, n. 2 (Februar 2004). (2004):
- Shear Strength Model for Steel Fiber Reinforced Concrete Beams without Stirrup Reinforcement. In: Journal of Structural Engineering (ASCE), v. 137, n. 10 (Oktober 2011). (2011):
- Behavior of Reinforced Concrete Column–Steel Beam Roof Level T-Connections under Displacement Reversals. In: Journal of Structural Engineering (ASCE), v. 132, n. 7 (Juli 2006). (2006):
- Behavior of Steel Double-Channel Built-Up Chords of Special Truss Moment Frames under Reversed Cyclic Bending. In: Journal of Structural Engineering (ASCE), v. 132, n. 9 (September 2006). (2006):
- Shear Strength and Drift Capacity of Fiber-Reinforced Concrete Slab-Column Connections Subjected to Biaxial Displacements. In: Journal of Structural Engineering (ASCE), v. 136, n. 9 (September 2010). (2010):
- Deformation Capacity and Shear Strength of Fiber-Reinforced Cement Composite Flexural Members Subjected to Displacement Reversals. In: Journal of Structural Engineering (ASCE), v. 133, n. 3 (März 2007). (2007):