|Title:||A BEM-FEM model for studying dynamic impedances of piles in elastic soils||Authors:||Padrón, L. A.
Aznárez, J. J.
|UNESCO Clasification:||1206 Análisis numérico
330506 Ingeniería civil
330532 Ingeniería de estructuras
|Keywords:||Boundary element, f piles, pile groups, pile-soil interaction, dynamic impedances.
|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
|Source:||Proceedings of the 5th International Conference on Engineering Computational Technology|
|Appears in Collections:||Actas de congresos|
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