- Evaluation of overstrength-based interaction checks for columns in steel moment frames. Dans: Journal of Constructional Steel Research, v. 224 (janvier 2025). (2025):
- Experimental investigation of welded steel T-stub components under high loading rates. Dans: Journal of Constructional Steel Research, v. 220 (septembre 2024). (2024):
- ANN-Based Model for Predicting the Nonlinear Response of Flush Endplate Connections. Dans: Journal of Structural Engineering (ASCE), v. 150, n. 5 (mai 2024). (2024):
- Predicting Flush End‐Plate Connections Response Using Artificial Neural Networks. Dans: ce/papers, v. 6, n. 3-4 (septembre 2023). (2023):
- Accuracy assessment of predictive models for semirigid extended end‐plate connections. Dans: ce/papers, v. 6, n. 3-4 (septembre 2023). (2023):
- Semirigid Bolted Endplate Moment Connections: Review and Experimental-Based Assessment of Available Predictive Models. Dans: Journal of Structural Engineering (ASCE), v. 149, n. 9 (septembre 2023). (2023):
- Proposed methodology for building‐specific earthquake loss assessment including column residual axial shortening. Dans: Earthquake Engineering and Structural Dynamics, v. 49, n. 4 (10 avril 2020). (2020):
- Effect of Composite Action on the Dynamic Stability of Special Steel Moment Resisting Frames Designed in Seismic Regions. Présenté pendant: Structures Congress 2013, Pittsburgh, Pennsylvania, May 2-4, 2013. :
- Response characteristics of flush end-plate connections. Dans: Engineering Structures, v. 269 (octobre 2022). (2022):
- Fragility Curves for Wide-Flange Steel Columns and Implications for Building-Specific Earthquake-Induced Loss Assessment. Dans: Earthquake Spectra, v. 34, n. 3 (août 2018). (2018):
- Experimental Database for Steel Flush End-Plate Connections. Dans: Journal of Structural Engineering (ASCE), v. 147, n. 7 (juillet 2021). (2021):
- Proposed Panel Zone Model for Seismic Design of Steel Moment-Resisting Frames. Dans: Journal of Structural Engineering (ASCE), v. 147, n. 4 (avril 2021). (2021):
- Hysteretic Behavior of Moment-Resisting Frames Considering Slab Restraint and Framing Action. Dans: Journal of Structural Engineering (ASCE), v. 146, n. 8 (août 2020). (2020):
- Experimental Evaluation and Numerical Modeling of Wide-Flange Steel Columns Subjected to Constant and Variable Axial Load Coupled with Lateral Drift Demands. Dans: Journal of Structural Engineering (ASCE), v. 146, n. 3 (mars 2020). (2020):
- Composite steel beam database for seismic design and performance assessment of composite-steel moment-resisting frame systems. Dans: Bulletin of Earthquake Engineering, v. 17, n. 6 (avril 2019). (2019):
- Proposed Updates to the ASCE 41 Nonlinear Modeling Parameters for Wide-Flange Steel Columns in Support of Performance-Based Seismic Engineering. Dans: Journal of Structural Engineering (ASCE), v. 145, n. 9 (septembre 2019). (2019):
- Effect of gravity framing on the overstrength and collapse capacity of steel frame buildings with perimeter special moment frames. Dans: Earthquake Engineering and Structural Dynamics, v. 44, n. 8 (10 juillet 2015). (2015):
- Modeling of the composite action in fully restrained beam-to-column connections: implications in the seismic design and collapse capacity of steel special moment frames. Dans: Earthquake Engineering and Structural Dynamics, v. 43, n. 13 (10 octobre 2014). (2014):
- Analytical investigation of the cyclic behavior and plastic hinge formation in deep wide-flange steel beam-columns. Dans: Bulletin of Earthquake Engineering, v. 13, n. 4 (novembre 2014). (2014):
- Full-Scale Testing of Deep Wide-Flange Steel Columns under Multiaxis Cyclic Loading: Loading Sequence, Boundary Effects, and Lateral Stability Bracing Force Demands. Dans: Journal of Structural Engineering (ASCE), v. 144, n. 2 (février 2018). (2018):
- Improved Seismic Design and Nonlinear Modeling Recommendations for Wide-Flange Steel Columns. Dans: Journal of Structural Engineering (ASCE), v. 144, n. 9 (septembre 2018). (2018):