- Experimental Evaluation on Blast Resistance of Reinforced Concrete Structures under Partially Confined Explosion. In: International Journal of Concrete Structures and Materials, v. 18, n. 1 (2 January 2024). (2024):
- Structural Performance of PC Double Beam–Column Connection Under Gravity and Seismic Loading. In: International Journal of Concrete Structures and Materials, v. 14, n. 1 (7 January 2020). (2020):
- Shaking table test for dimension stone cladding with dowel pin connection. In: Journal of Building Engineering, v. 70 (July 2023). (2023):
- Direct shear test and cyclic loading test for seismic capacity of dimension stone panel cladding with dowel pin connection. In: Journal of Building Engineering, v. 38 (June 2021). (2021):
- Prediction of bond performance of tension lap splices using artificial neural networks. In: Engineering Structures, v. 198 (November 2019). (2019):
- (2020): Effect of Impact Load on Splice Length of Reinforcing Bars. In: International Journal of Concrete Structures and Materials, v. 14, n. 1 (7 January 2020).
- (2020): A Methodology for the Zoning Danger Region in Small Arm Firing Range Using Aerial Photogrammetry with Drone. In: Advances in Civil Engineering, v. 2020 (January 2020).
- Minimum Shear Reinforcement of Slender Walls with Grade 500 MPa (72.5 ksi) Reinforcing Bars. In: ACI Structural Journal, v. 115, n. 3 (May 2018). (2018):
- Cyclic Loading Tests for Shear Strength of Low-Rise Reinforced Concrete Walls with Grade 550 MPa Bars. In: ACI Structural Journal, v. 112, n. 3 (May 2015). (2015):
- Shear Connector Design of Steel Belt Truss-to-Concrete Mega Column Connection. In: ACI Structural Journal, v. 114, n. 2 (March 2017). (2017):
- Cyclic Loading Test for Walls of Aspect Ratio 1.0 and 0.5 with Grade 550 MPa Shear Reinforcing Bars. In: ACI Structural Journal, v. 114, n. 4 (July 2017). (2017):
- Cyclic Loading Tests for Reinforced Concrete Walls (Aspect Ratio 2.0) with Grade 550 MPa (80 ksi) Shear Reinforcing Bars. In: ACI Structural Journal, v. 114, n. 3 (May 2017). (2017):
- Shear-Friction Strength of Low-Rise Walls with 550 MPa (80 ksi) Reinforcing Bars under Cyclic Loading. In: ACI Structural Journal, v. 115, n. 1 (January 2018). (2018):