Please use this identifier to cite or link to this item: http://hdl.handle.net/10553/43161
Title: A BEM-FEM model for studying dynamic impedances of piles in elastic soils
Authors: Padrón, L. A. 
Aznárez, J. J. 
Maeso, O. 
UNESCO Clasification: 1206 Análisis numérico
330506 Ingeniería civil
330532 Ingeniería de estructuras
Keywords: Boundary element, f piles, pile groups, pile-soil interaction, dynamic impedances.
Finite element
BEM-FEM coupling,
Pile groups
Pile-soil interaction
Issue Date: 2006
Journal: Proceedings of the 5th International Conference on Engineering Computational Technology
Conference: 5th International Conference on Engineering Computational Technology, ECT 2006 
Abstract: This paper shows a BEM-FEM coupling model for the dynamic analysis of piles and pile groups embedded in an elastic half-space. Piles are modelled using Finite Elements (FEM) as a beam according to the Bernoulli hypothesis, while the soil is modelled using Boundary Elements (BEM) as a continuum, semi-infinite, isotropic, homogeneous, linear, viscoelastic medium. It is assumed that the soil is not disturbed by the piles, and the tractions at the pile-soil interface are considered as a load applied within the half-space. Finally, in order to validate the model, selected numerical results will be presented and compared with other reference values taken from the literature.
URI: http://hdl.handle.net/10553/43161
ISBN: 1905088094
9781905088096
Source: Proceedings of the 5th International Conference on Engineering Computational Technology
Appears in Collections:Actas de congresos
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