- Post-earthquake Behavior of Steel Moment Resisting Frames with Connections Modified by Introducing Reduced Beam Section (RBS). In: International Journal of Steel Structures, v. 24, n. 3 (April 2024). (2024):
- Progressive Collapse Analysis of Intermediate Moment-Resisting Steel Frame under Fire-Induced Column Failure. In: Journal of Performance of Constructed Facilities (ASCE), v. 37, n. 4 (August 2023). (2023):
- The effect of different retrofitting techniques on the axial load carrying capacity of damaged cylindrical shells. In: Structures, v. 31 (June 2021). (2021):
- An improvement to seismic design of substation support structures. In: Structural Engineering and Mechanics, v. 45, n. 6 (March 2013). (2013):
- Lateral load resisting behavior of steel moment frames with reduced web section (RWS) beams. In: Structures, v. 28 (December 2020). (2020):
- Comparing Response of Special and Intermediate Moment Frames under Repeated Earthquakes. In: Proceedings of the Institution of Civil Engineers - Structures and Buildings, v. 175, n. 11 (November 2022). (2022):
- Evaluation of cyclic fracture in perforated beams using micromechanical fatigue model. In: Steel and Composite Structures, v. 20, n. 4 ( 2016). (2016):
- Effect of local web buckling on the cyclic behavior of reduced web beam sections (RWBS). In: Steel and Composite Structures, v. 18, n. 3 (March 2015). (2015):
- The beneficial effects of beam web opening in seismic behavior of steel moment frames. In: Steel and Composite Structures, v. 13, n. 1 (November 2012). (2012):
- A Nonlinear Macro-model for Numerical Simulation of Perforated Steel Beams. In: International Journal of Steel Structures, v. 19, n. 5 ( 2019). (2019):
- Increasing Seismic Energy Dissipation of Steel Moment Frames Using Reduced Web Section (RWS) Connection. In: Journal of Earthquake Engineering, v. 21, n. 7 ( 2017). (2017):
- Effect of in-service strengthening on the axial load carrying capacity of steel box columns. In: International Journal of Steel Structures, v. 17, n. 1 ( 2017). (2017):