- New Confined Concrete Stress–Strain Model for Square Double-Skin FRP-Concrete-Steel Stiffened Tubular Columns. Dans: Practice Periodical on Structural Design and Construction, v. 29, n. 4 (novembre 2024). (2024):
- Experimental and nonlinear FE simulation-based compressive behavior of stiffened FRP-concrete-steel double-skin tubular columns with square outer and circular inner tubes. Dans: Engineering Structures, v. 260 (juin 2022). (2022):
- Nonlinear finite element analysis of circular stiffened FRP-concrete-steel double-skin tubular columns (DSTCs) and experimental compressive behavior of multiple DSTC shapes. Dans: Structures, v. 34 (décembre 2021). (2021):
- Compressive testing and finite element analysis-based confined concrete model for stiffened square FRP-concrete-steel double-skin tubular columns. Dans: Journal of Building Engineering, v. 44 (décembre 2021). (2021):
- Experimentally verified behavior and confinement model for concrete in circular stiffened FRP-concrete-steel double-skin tubular columns. Dans: Structures, v. 33 (octobre 2021). (2021):
- Using committees of artificial neural networks with finite element modeling for steel girder bridge load rating estimation. Dans: Structures, v. 33 (octobre 2021). (2021):
- Nonlinear flexural distribution behavior and ultimate system capacity of skewed steel girder bridges. Dans: Engineering Structures, v. 197 (octobre 2019). (2019):
- Parametric Influence of Bearing Restraint on Nonlinear Flexural Behavior and Ultimate Capacity of Steel Girder Bridges. Dans: Journal of Bridge Engineering (ASCE), v. 22, n. 7 (juillet 2017). (2017):