Earthquake-induced slope displacements

Fuente: Redalyc
Gespeichert in:
Bibliographische Detailangaben
1. Verfasser: E. Botero
Format: Artículo científico
Sprache:en
Veröffentlicht: Universidad Nacional Autónoma de México 2003
Schlagworte:
Online-Zugang:
Tags: Tag hinzufügen
Keine Tags, Fügen Sie den ersten Tag hinzu!
_version_ 1876426297871171584
author E. Botero
author_facet E. Botero
contents Earthquake-induced slope displacements E. Botero M. P. Romo Ciencias de la Tierra Slope kinematics discrete model seismic analysis This paper presents a finite-element analysis to evaluate earthquake-induced displacements in slopes. The procedure takesinto account the nonlinear characteristics of the materials, spatial variation of strength (friction) along the potential failure surfaceand the inertial effects of the sliding wedge considered as a flexible multi-degree of freedom system. The potential effects areshown through hypothetical cases using two different seismic events. The model proposed in this paper is compared with othermethods. 2003 artículo científico 0016-7169 https://www.redalyc.org/articulo.oa?id=56842206 en http://www.redalyc.org/revista.oa?id=568 Geofísica Internacional application/pdf Universidad Nacional Autónoma de México Geofísica Internacional (México) Num.2 Vol.42
format Artículo científico
id redalyc_56842206
institution Redalyc
language en
publishDate 2003
publisher Universidad Nacional Autónoma de México
spellingShingle Earthquake-induced slope displacements
E. Botero
Ciencias de la Tierra
Slope
kinematics
discrete model
seismic analysis
Earthquake-induced slope displacements E. Botero M. P. Romo Ciencias de la Tierra Slope kinematics discrete model seismic analysis This paper presents a finite-element analysis to evaluate earthquake-induced displacements in slopes. The procedure takesinto account the nonlinear characteristics of the materials, spatial variation of strength (friction) along the potential failure surfaceand the inertial effects of the sliding wedge considered as a flexible multi-degree of freedom system. The potential effects areshown through hypothetical cases using two different seismic events. The model proposed in this paper is compared with othermethods. 2003 artículo científico 0016-7169 https://www.redalyc.org/articulo.oa?id=56842206 en http://www.redalyc.org/revista.oa?id=568 Geofísica Internacional application/pdf Universidad Nacional Autónoma de México Geofísica Internacional (México) Num.2 Vol.42
title Earthquake-induced slope displacements
topic Ciencias de la Tierra
Slope
kinematics
discrete model
seismic analysis
url https://www.redalyc.org/articulo.oa?id=56842206