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- Automatic identification of modal parameters for structures based on an uncertainty diagram and a convolutional neural network. Dans: Structures, v. 28 (décembre 2020). (2020):
- Comparison of methodologies for seismic fragility analysis of unreinforced masonry buildings considering epistemic uncertainty. Dans: Engineering Structures, v. 205 (février 2020). (2020):
- A statistical approach to determine 2D optimal equivalent linear parameters with application to earthquake engineering. Dans: Earthquake Engineering and Engineering Vibration, v. 11, n. 3 (septembre 2012). (2012):
- Decision tree–based seismic damage prediction for reinforcement concrete frame buildings considering structural micro-characteristics. Dans: Advances in Structural Engineering, v. 22, n. 9 (mars 2019). (2019):
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- Displacement-Based Earthquake Loss Assessment Methodology Adopting Two-Dimensional Equivalent Linearization Approach. Dans: Journal of Earthquake Engineering, v. 16, n. 3 ( 2012). (2012):
- Utilization of Particle Swarm Optimization in Equivalent Linearization Method Applied to Earthquake Engineering. Dans: Advances in Structural Engineering, v. 14, n. 2 (avril 2011). (2011):
- Displacement-based earthquake loss assessment methodology for RC frames infilled with masonry panels. Dans: Engineering Structures, v. 48 (mars 2013). (2013):
- A new average response spectrum method for linear response analysis of structures to spatial earthquake ground motions. Dans: Engineering Structures, v. 28, n. 13 (novembre 2006). (2006):