- Hybrid FRP–Concrete–Steel Double-Skin Tubular Columns: Creep Behavior and Compressive Behavior after Sustained Loading. In: Journal of Composites for Construction, v. 29, n. 1 (February 2025). (2025):
- Seismic behavior of prefabricated hybrid FRP-concrete-steel double-skin tubular column-to-cap beam connections. In: Engineering Structures, v. 322 (January 2025). (2025):
- Structural Behavior of RC Foundation Connections for Hybrid FRP-Concrete-Steel Double-Skin Tubular Columns under Constant Axial Compression and Lateral Cyclic Loading. In: Journal of Composites for Construction, v. 28, n. 5 (October 2024). (2024):
- Recycled lump concrete-filled FRP tubular columns: Axial compressive behavior and size effects. In: Construction and Building Materials, v. 352 (October 2022). (2022):
- Path-Dependent Stress–Strain Model for FRP-Confined Recycled Brick Aggregate Concrete. In: Journal of Composites for Construction, v. 26, n. 4 (August 2022). (2022):
- Seismic performance of FRP-confined steel-reinforced RAC columns. In: Composite Structures, v. 282 (February 2022). (2022):
- Strengthening of RC beams with rectangular web openings using externally bonded FRP: Numerical simulation. In: Composite Structures, v. 248 (September 2020). (2020):
- Mitigation of intermediate crack debonding in FRP-plated RC beams using FRP U-jackets. In: Composite Structures, v. 176 (September 2017). (2017):
- T-section RC beams shear-strengthened with anchored CFRP U-strips. In: Composite Structures, v. 144 (June 2016). (2016):
- Reutilization of Clay Brick Waste in Mortar: Paste Replacement versus Cement Replacement. In: Journal of Materials in Civil Engineering (ASCE), v. 31, n. 7 (July 2019). (2019):
- Shear Strength Model for FRP-Strengthened RC Beams with Adverse FRP-Steel Interaction. In: Journal of Composites for Construction, v. 17, n. 1 (February 2013). (2013):
- Interaction between Steel Stirrups and Shear-Strengthening FRP Strips in RC Beams. In: Journal of Composites for Construction, v. 14, n. 5 (October 2010). (2010):
- Influence of hollow imperfections in adhesive on the interfacial bond behaviors of FRP-plated RC beams. In: Construction and Building Materials, v. 30 (May 2012). (2012):
- On the finite element modelling of RC beams shear-strengthened with FRP. In: Construction and Building Materials, v. 32 (July 2012). (2012):
- RC beams shear-strengthened with FRP: shear resistance contributed by FRP. In: Magazine of Concrete Research, v. 62, n. 4 (April 2010). (2010):