- (2023): Collapsing Response of a Nonlinear Shear-Beam Building Model Excited by Horizontal and Vertical Strong-Motion Pulses at Its Base. Dans: Buildings, v. 13, n. 7 (28 juin 2023).
- Reduction of peak ground velocity by nonlinear soil response — II: excitation by a P-wave pulse. Dans: Earthquake Engineering and Engineering Vibration, v. 20, n. 4 (septembre 2021). (2021):
- Reduction of peak ground velocity by nonlinear soil response – III: Excitation by an SV-wave pulse. Dans: Soil Dynamics and Earthquake Engineering, v. 145 (juin 2021). (2021):
- Flexibility of foundation increases the base shear and horizontal strains during an out–of–plane response to an SH pulse in linear and nonlinear soil. Dans: Soil Dynamics and Earthquake Engineering, v. 127 (novembre 2019). (2019):
- Reduction of peak ground velocity by nonlinear soil response – I: Excitation by SH pulse. Dans: Soil Dynamics and Earthquake Engineering, v. 127 (novembre 2019). (2019):
- Translation, torsion, and wave excitation of a building during soil–structure interaction excited by an earthquake SH pulse. Dans: Soil Dynamics and Earthquake Engineering, v. 77 (octobre 2015). (2015):
- Two-dimensional translation, rocking, and waves in a building during soil-structure interaction excited by a plane earthquake P-wave pulse. Dans: Soil Dynamics and Earthquake Engineering, v. 90 (novembre 2016). (2016):
- Two-dimensional translation, rocking, and waves in a building during soil-structure interaction excited by a plane earthquake SV-wave pulse. Dans: Soil Dynamics and Earthquake Engineering, v. 88 (septembre 2016). (2016):
- Energy dissipation by nonlinear soil strains during soil–structure interaction excited by SH pulse. Dans: Soil Dynamics and Earthquake Engineering, v. 43 (décembre 2012). (2012):
- A note on predetermined earthquake damage scenarios for structural health monitoring. Dans: Structural Control and Health Monitoring, v. 19, n. 8 (décembre 2012). (2012):