Please use this identifier to cite or link to this item: http://hdl.handle.net/10553/16153
Title: Dynamic analysis of piled foundations in stratified soils by a BEM-FEM model
Authors: Padrón, L. A. 
Aznárez, J. J. 
Maeso, O. 
UNESCO Clasification: 120207 Ecuaciones en diferencias
330507 Presas
330510 Cimientos
330533 Resistencia de estructuras
330535 Túneles
Issue Date: 2008
Journal: Soil Dynamics and Earthquake Engineering 
Abstract: 3D BEM-FEM coupling model is used to study the dynamic behavior of piled foundations in elastic layered soils in presenceof a rigid bedrock. Piles are modelled by FEM as beams according to the Bernoulli hpothesis, and every layer of the soil is modelled by BEM as a cointinuum, semi-infinite, isotropic, homogeneous, linear, viscoelastic medium.
URI: http://hdl.handle.net/10553/16153
ISSN: 0267-7261
DOI: 10.1016/j.soildyn.2007.07.005
Source: Soil Dynamics and Earthquake Engineering[ISSN 0267-7261],v. 28, p. 333-346
Rights: by-nc-nd
Appears in Collections:Artículo preliminar
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