Please use this identifier to cite or link to this item: http://hdl.handle.net/10553/16195
Title: BEM-FEM coupling model for the dynamic analysis of piles and pile groups
Authors: Padrón, L. A. 
Aznárez, J. J. 
Maeso, O. 
UNESCO Clasification: 120218 Calculo operacional
12 Matemáticas
330510 Cimientos
330506 Ingeniería civil
250618 Sedimentología
Keywords: Finite Elements (FEM)
Boundary Elements (BEM)
Issue Date: 2007
Journal: Engineering Analysis with Boundary Elements 
Abstract: This paper shows a BEM-FEM coupling model for the time harmonic dynamic analysis of piles and pile groups embeddes in an elastic half-space. Piles are modelled using Finite Elements (FEM) as a beam according to the Bernoulli hypothesis, while the soil modelled using  Boundary Elements (BEM) as a continuum, semi-infinite, isotropic, homogeneous or zoned homogeneous, linear, viscoelastic medium.
URI: http://hdl.handle.net/10553/16195
ISSN: 0955-7997
DOI: 10.1016/j.enganabound.2006.11.001
Source: Engineering Analysis with Boundary Elements[ISSN 0955-7997],v. 31, p. 473-484
Rights: by-nc-nd
Appears in Collections:Artículos
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