Please use this identifier to cite or link to this item: http://hdl.handle.net/10553/105894
Title: Comparison between models for the evaluation of the seismic response of offshore wind turbines on deep foundations
Authors: Álamo Meneses, Guillermo Manuel 
Rodríguez Bordón, Jacob David 
Padrón Hernández, Luis Alberto 
Aznárez González, Juan José 
Maeso Fortuny, Orlando Fco 
UNESCO Clasification: 332205 Fuentes no convencionales de energía
330510 Cimientos
Keywords: Offshore wind turbines
Bucket foundations
Pile foundations
Soil-structure interaction
Seismic analysis
Issue Date: 2019
Conference: 7th International Conference on Computational Methods in Structural Dynamics and Earthquake Engineering, (COMPDYN 2019) ItemCrisRefDisplayStrategy.events.deleted.icon
Abstract: In this work, a comparative study between several numerical methodologies for theseismic analysis of offshore wind turbines on deep foundations (monobuckets or monopiles)is presented. Three formulations are compared within the scope of linear elasticity. First, acoupled Boundary Element – Finite Element (BEM–FEM) model is considered for obtainingthe reference results. This methodology makes use of boundary elements to discretize the soil,while modelling the actual geometry of the hollow pile through shell finite elements. The secondmodel corresponds to a formulation based on the integral expression of the reciprocity theoremin elastodynamics and the use of specific Green’s functions for the layered half space for themodeling of soil, and the treatment of the pile as unidimensional beam elements. Finally, aBeam-on-Dynamic-Winkler-Foundation (BDWF) model is also considered as a commonly usedsimple tool for the analysis of deep foundations. The results are presented in terms of variablesof interest for the design of offshore wind turbines. From the analyses, the applicability range ofthese methodologies can be established depending on the properties of the turbine-foundation-soil system.
URI: http://hdl.handle.net/10553/105894
ISBN: 978-618-82844-5-6
DOI: 10.7712/120119.7049.19799
Source: 7th International Conference on Computational Methods in Structural Dynamics and Earthquake Engineering, COMPDYN 2019 / M. Papadrakakis, M. Fragiadakis (eds.), p. 1957-1967
Appears in Collections:Actas de congresos
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