2 papers
physics.geo-ph2020
Numerical Evaluation of Fragility Curves for Earthquake-Liquefaction-Induced Settlements of an Embankment
Christina Khalil, Ioanna Rapti, Fernando Lopez-caballero
The major cause of earthquake damage to an embankment is the liquefaction of the soil foundation that induces ground level deformations. It is well known that the liquefaction appe…
physics.geo-ph2016
Analysis of Nonlinear Soil-Structure Interaction Effects on the response of Three-Dimensional Frame Structures using a One-Direction Three-ComponentWave Propagation Model
Maria Paola Santisi d'Avila, Fernando Lopez-Caballero
In this paper, a model of one-directional propagation of three-component seismic waves in a nonlinear multilayered soil profile is coupled with a multi-story multi-span frame model…