Non-linear behaviour of soil–pile interaction phenomena and its effect on the seismic response of OWT pile foundations. Validity range of a linear approach through non-degraded soil properties-Reference-Cited by-同舟云学术

Non-linear behaviour of soil–pile interaction phenomena and its effect on the seismic response of OWT pile foundations. Validity range of a linear approach through non-degraded soil properties

Published:2024-04 Issue: Volume:168 Page:106188
ISSN:0266-352X
Container-title:Computers and Geotechnics
language:en
Short-container-title:Computers and Geotechnics

Author:

Rodríguez-Galván Eduardo^ORCID,Álamo Guillermo M.^ORCID,Aznárez Juan J.^ORCID,Maeso Orlando

Funder

Agencia Estatal de Investigación

Agencia Canaria de Investigación Innovación y Sociedad de la Información

Ministerio de Ciencia e Innovación

European Social Fund Plus

Federación Española de Enfermedades Raras

Publisher

Elsevier BV

Reference45 articles.

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2. On the application of the beam model for linear dynamic analysis of pile and suction caisson foundations for offshore wind turbines;Álamo;Comput. Geotech.,2021

3. Seismic analysis of offshore wind turbines on bottom-fixed support structures;Alati;Phil. Trans. R. Soc. A,2015

4. Closed form solution of eigen frequency of monopile supported offshore wind turbines in deeper waters incorporating stiffness of substructure and SSI;Arany;Soil Dyn. Earthq. Eng.,2016

5. Description of the DTU 10 MW reference wind turbine;Bak,2013

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