Volume 6, Issue 4 (December 2008)
IJCE 2008, 6(4): 275-283 |
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Moghaddas Tafreshi S N. Uncouple Nonlinear Modeling of Seismic Soil-Pile-Superstructure Interaction in Soft Clay. IJCE 2008; 6 (4) :275-283
URL: http://ijce.iust.ac.ir/article-1-173-en.html
URL: http://ijce.iust.ac.ir/article-1-173-en.html
Abstract: (14168 Views)
This paper presents the numerical analysis of seismic soil-pile-superstructure interaction in soft clay using free-field soil analysis and beam on Winkler foundation approach. This model is developed to compute the nonlinear response of single piles under seismic loads, based on one-dimensional finite element formulation. The parameters of the proposed model are calibrated by fitting the experimental data of largescale seismic soil-pile-structure tests which were conducted on shaking table in UC Berkeley. A comparative evaluation of single piles shows that the results obtained from the proposed procedure are in good agreement with the experimental results.
Keywords: Seismic analysis, Soil-pile-superstructure interaction, Winkler side-soil springs, ; Free field
Type of Study: Research Paper |
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