N. Sento
- Prediction of pile response to lateral spreading by 3-D soil–water coupled dynamic analysis: Shaking in the direction perpendicular to ground flow. In: Soil Dynamics and Earthquake Engineering, v. 28, n. 6 (June 2008). (2008):
- Three-dimensional numerical simulation of earthquake damage to group-piles in a liquefied ground. In: Soil Dynamics and Earthquake Engineering, v. 27, n. 5 (May 2007). (2007):