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 |
Keywords: | Seismic Response Sh-Waves Excitation Behavior Raft |
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: | Artículos |
Adobe PDF (1,27 MB)
Items in accedaCRIS are protected by copyright, with all rights reserved, unless otherwise indicated.