- (2023): Collapsing Response of a Nonlinear Shear-Beam Building Model Excited by Horizontal and Vertical Strong-Motion Pulses at Its Base. In: Buildings, v. 13, n. 7 (28 Juni 2023).
- 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. In: Soil Dynamics and Earthquake Engineering, v. 127 (November 2019). (2019):
- A note on the surface motion of a semi-cylindrical alluvial valley for incident-cylindrical SH waves radiating from a fault with arbitrary orientation. In: Soil Dynamics and Earthquake Engineering, v. 79 (Dezember 2015). (2015):
- Earthquake response of a three-span bridge, with mid-span supported by isolators, to near-field pulse and permanent-displacement step. In: Soil Dynamics and Earthquake Engineering, v. 48 (Mai 2013). (2013):
- A note on strength-reduction factors for design of structures near earthquake faults. In: Soil Dynamics and Earthquake Engineering, v. 28, n. 3 (März 2008). (2008):
- In-plane response of two-story structures to near-fault ground motion. In: Soil Dynamics and Earthquake Engineering, v. 55 (Dezember 2013). (2013):
- Earthquake response of a three-span, simply supported bridge to near-field pulse and permanent-displacement step. In: Soil Dynamics and Earthquake Engineering, v. 43 (Dezember 2012). (2012):
- A note on the surface motion of a semi-cylindrical canyon for incident cylindrical SH waves radiated by a finite fault. In: Earthquake Engineering and Engineering Vibration, v. 15, n. 3 (September 2016). (2016):
- A note on the wave-passage effects in out-of-plane response of long structures to strong earthquake pulses. In: Soil Dynamics and Earthquake Engineering, v. 31, n. 4 (April 2011). (2011):