Camilo Phillips
- Significance of ground motion time step in one dimensional site response analysis. In: Soil Dynamics and Earthquake Engineering, v. 43 (December 2012). (2012):
- Damping formulation for nonlinear 1D site response analyses. In: Soil Dynamics and Earthquake Engineering, v. 29, n. 7 (July 2009). (2009):
- Significance of small strain damping and dilation parameters in numerical modeling of free-field lateral spreading centrifuge tests. In: Soil Dynamics and Earthquake Engineering, v. 42 (November 2012). (2012):