- Lifetime response of a liquefiable soil foundation-embankment system subjected to sequences of mainshocks and aftershocks. In: Soil Dynamics and Earthquake Engineering, v. 173 (Oktober 2023). (2023):
- Enhanced Seismic Response Prediction of Critical Structures via 3D Regional Scale Physics-Based Earthquake Simulation. In: Journal of Earthquake Engineering, v. 27, n. 3 (Dezember 2021). (2021):
- Impact of spatial variability of shear wave velocity on the lagged coherency of synthetic surface ground motions. In: Soil Dynamics and Earthquake Engineering, v. 145 (Juni 2021). (2021):
- Survival analysis of a liquefiable embankment subjected to sequential earthquakes. In: Soil Dynamics and Earthquake Engineering, v. 140 (Januar 2021). (2021):
- A model to estimate the lifetime of structures located in seismically active regions. In: Engineering Structures, v. 215 (Juli 2020). (2020):
- Influence of 2D heterogeneous elastic soil properties on surface ground motion spatial variability. In: Soil Dynamics and Earthquake Engineering, v. 123 (August 2019). (2019):
- Broad-band 3-D earthquake simulation at nuclear site by an all-embracing source-to-structure approach. In: Soil Dynamics and Earthquake Engineering, v. 115 (Dezember 2018). (2018):
- The effect of preloading on the liquefaction cyclic strength of mixtures of sand and silt. In: Soil Dynamics and Earthquake Engineering, v. 78 (November 2015). (2015):
- Assessment of variability and uncertainties effects on the seismic response of a liquefiable soil profile. In: Soil Dynamics and Earthquake Engineering, v. 30, n. 7 (Juli 2010). (2010):
- Analysis of nonlinear soil-structure interaction effects: 3D frame structure and 1-Directional propagation of a 3-Component seismic wave. In: Computers & Structures, v. 207 (September 2018). (2018):
- Bootstrapped Artificial Neural Networks for the seismic analysis of structural systems. In: Structural Safety, v. 67 (Juli 2017). (2017):
- Methodology for a probabilistic analysis of an RCC gravity dam construction. Modelling of temperature, hydration degree and ageing degree fields. In: Engineering Structures, v. 65 (April 2014). (2014):
- Effect of coupling excess pore pressure and soil deformation on nonlinear SSI in liquefiable soil deposits. In: Bulletin of Earthquake Engineering, v. 16, n. 2 (September 2017). (2017):