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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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