Please use this identifier to cite or link to this item: http://hdl.handle.net/10553/115058
Title: Analysis of the dynamic response of deep foundations with inclined piles by a BEM-FEM model
Authors: Padrón Hernández, Luis Alberto 
Aznárez González, Juan José 
Maeso Fortuny, Orlando Fco 
Santana, A
UNESCO Clasification: 22 Física
12 Matemáticas
330510 Cimientos
Keywords: Boundary element – finite element coupling
Soil-structure interaction
Inclined piles
Issue Date: 2010
Conference: International Conference on Boundary Element Techniques XI
Abstract: A boundary element - finite element coupling formulation is used to address the dynamic behavior of deep foundations with inclined piles, modeling the soil by boundary elements as a three-dimensional zonedhomogeneous isotropic unbounded viscoelastic medium, and the piles by monodimensional finite elements as compressible Euler-Bernoulli beams. The problem is solved in the frequency domain. The formulation is briefly presented at the beginning of the paper. Then, validation results are presented for different foundation configurations and pile-soil stiffness ratios.
URI: http://hdl.handle.net/10553/115058
ISBN: 978-0-9547783-7-8
Source: Boundary Element Techniques XI
Appears in Collections:Actas de congresos
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