Please use this identifier to cite or link to this item: http://hdl.handle.net/10553/24017
Title: Implementation of the consistent lumped-parameter model for the computation of the seismic response of nonlinear piled structures
Authors: González Pérez, F. 
Padrón, Luis A. 
Aznárez, Juan J. 
Maeso, Orlando 
UNESCO Clasification: 12 Matemáticas
33 Ciencias tecnológicas
250705 Sismología y prospección sismica
Keywords: Dynamic soil-structure interaction
Lumped-parameter model
Non-linear behaviour of structures
Piles
Issue Date: 2017
Journal: Procedia Engineering 
Conference: 10th International Conference on Structural Dynamics (EURODYN) 
10th International Conference on Structural Dynamics, EURODYN 2017 
Abstract: The computation of the nonlinear response of piled structures taking soil-structure interaction into account is tackled in this paper. The structure is assumed to be founded on a group of piles, whose impedance and kinematic interaction functions are computed, in the frequency domain, through a boundary elements-finite elements coupled formulation. On the other hand, the response of the system is computed using a time-stepping procedure for the integration of the equations of motion for an inelastic superstructure, which requires a time-domain representation of the above-mentioned impedance and kinematic interaction functions
Description: 10th International Conference on Structural Dynamics, EURODYN 2017; Faculty of Civil and Industrial Engineering (Rome, Italy, 10 September) 2017 through 13 September 2017; Code 130585
URI: http://hdl.handle.net/10553/24017
ISSN: 1877-7058
DOI: 10.1016/j.proeng.2017.09.246
Source: Procedia Engineering [ISSN 1877-7058], v. 199, p. 2360-2365
Rights: by-nc-nd
Appears in Collections:Actas de congresos
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