Please use this identifier to cite or link to this item: http://hdl.handle.net/10553/16257
Title: Dynamic stiffness of deep foundations with inclined piles
Authors: Padrón, L. A. 
Aznárez, J. J. 
Maeso, O. 
Santana, A. 
UNESCO Clasification: 120220 Ecuaciones diferenciales en derivadas parciales
120601 Construcción de algoritmos
330506 Ingeniería civil
330510 Cimientos
Keywords: Pilotes
Boundary element method
BEM-FEM
Issue Date: 2010
Journal: Earthquake Engineering and Structural Dynamics 
Abstract: The influence of inclined piles on the dynamic response of deep foundations and superstructures is still not well understood and needs further research. For this reason, impedance functions of deep foundations with inclined piles, obtained numerically from a boundary element-finete element coupling model, are provided in this paper.
URI: http://hdl.handle.net/10553/16257
ISSN: 0098-8847
DOI: 10.1002/eqe.1000
Source: Earthquake Engineering and Structural Dynamics [ISSN 0098-8847], v. 39 (12), p. 1343-1367
Rights: by-nc-nd
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