MODELO NO LINEAL PARA ANÁLISIS DE LA INTERACCIÓN SUELOCIMIENTO
Palabras clave:
interacción suelo estructura, modelos geotécnicos, respuesta estructuralResumen
En este artículo se estudia la influencia de la interacción muro-suelo de manera estática. Dicho análisis se lleva a cabo usando el modelo no lineal de la fundación Winkler (BNWF: Beam-on-Nonlinear-Winkler-Foundation), utilizando desplazamientos
basados en los elementos de la viga y la aplicación de los resortes no lineales (p-x, t-x y q-z), los cuales representan el efecto horizontal y vertical del suelo circundante. Se analizan las afectaciones que presenta el sistema y la susceptibilidad a los diferentes
parámetros que intervienen en él.
Citas
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