Please use this identifier to cite or link to this item: http://hdl.handle.net/10553/133173
DC FieldValueLanguage
dc.contributor.authorRodríguez Galván, Eduardoen_US
dc.contributor.authorÁlamo Meneses, Guillermo Manuelen_US
dc.contributor.authorMedina López, Cristinaen_US
dc.contributor.authorPadrón Hernández, Luis Albertoen_US
dc.contributor.authorAznárez González, Juan Joséen_US
dc.date.accessioned2024-09-12T07:46:32Z-
dc.date.available2024-09-12T07:46:32Z-
dc.date.issued2023en_US
dc.identifier.urihttp://hdl.handle.net/10553/133173-
dc.description.abstractDue to offshore wind power energy expansion in recent years, seismic analysis of offshore wind turbines (OWTs) has become a relevant factor to consider. Recent recommended practices (such as DNV-RP-0585 “Seismic design of wind power plants” [1]) and many earthquake studies have been published recently. Although most of these works are focused on analysing the effects of soil-structure interaction (SSI, e.g. [2, 3]), other aspects such as the seabed profile typology on which they are founded, or the influence of kinematic interaction (KI) within SSI on the seismic response of this type of structures, have not yet been addressed in detail. For this reason, this work aims to study the seismic structural response of four monopile supported OWTs embedded in different seabed profiles, including SSI effects and analysing KI contribution on it. The effects of the soil profile on the seismic response are studied by considering one homogeneous and two non-homogeneous soil profiles with equivalent shear-wave velocities. The system response is quantified in terms of maximum bending moments and acceleration amplification factors, which are computed by using a finite element substructuring model in frequency domain, the foundation behaviour is obtained by a continuum model including kinematic and inertial interaction. The results show that the differences between homogenous and variable-with-depth soils arise mainly from the rotational KI factor. However, the largest¡ responses are obtained when SSI effects and the equivalent homogeneous soil profile are considered, justifying the use of homogeneous soils in the initial design stages of this type of structures.en_US
dc.languageengen_US
dc.relationDiseño de Estructuras Soporte de Aerogeneradores Marinos Mediante Redes Neuronales Incluyendo Modelos Avanzados de Interacción Dinámica Suelo-Estructuray Excitación Sísmicaen_US
dc.relationModelos Computacionales Para El Análisis Estructural de la Respuesta Dinámica de Aerogeneradores Off-Shore Cimentados en El Lecho Marino. Influencia de Los Fenómenos de Interacción Suelo-Estructuray Aplicación Al Ámbito de Las Islas Canariasen_US
dc.sourceCOMPDYN 2023. 9th International Conference on Computational Methods in Structural Dynamics and Earthquake Engineering and one of the Thematic Conferences of the European Community on Computational Methods in Applied Sciences (ECCOMAS) and a Special Interest Conference of the International Association for Computational Mechanics (IACM).en_US
dc.subject3305 Tecnología de la construcciónen_US
dc.titleSeismic response of monopile-supported offshore wind turbines embedded in different seabed profiles including dynamic soil-structure interaction.en_US
dc.typeinfo:eu-repo/semantics/conferenceobjecten_US
dc.typeConferenceObjecten_US
dc.relation.conference9th International Conference on Computational Methods in Structural Dynamics and Earthquake Engineering (COMPDYN 2023)en_US
dc.investigacionIngeniería y Arquitecturaen_US
dc.type2Actas de congresosen_US
dc.utils.revisionen_US
dc.identifier.ulpgcen_US
dc.contributor.buulpgcBU-INGen_US
item.fulltextCon texto completo-
item.grantfulltextopen-
crisitem.project.principalinvestigatorAznárez González, Juan José-
crisitem.project.principalinvestigatorPadrón Hernández, Luis Alberto-
crisitem.author.deptGIR SIANI: Mecánica de los Medios Continuos y Estructuras-
crisitem.author.deptIU Sistemas Inteligentes y Aplicaciones Numéricas-
crisitem.author.deptGIR SIANI: Mecánica de los Medios Continuos y Estructuras-
crisitem.author.deptIU Sistemas Inteligentes y Aplicaciones Numéricas-
crisitem.author.deptDepartamento de Ingeniería Civil-
crisitem.author.deptGIR SIANI: Mecánica de los Medios Continuos y Estructuras-
crisitem.author.deptIU Sistemas Inteligentes y Aplicaciones Numéricas-
crisitem.author.deptDepartamento de Ingeniería Civil-
crisitem.author.deptGIR SIANI: Mecánica de los Medios Continuos y Estructuras-
crisitem.author.deptIU Sistemas Inteligentes y Aplicaciones Numéricas-
crisitem.author.deptDepartamento de Ingeniería Civil-
crisitem.author.deptGIR SIANI: Mecánica de los Medios Continuos y Estructuras-
crisitem.author.deptIU Sistemas Inteligentes y Aplicaciones Numéricas-
crisitem.author.deptDepartamento de Ingeniería Civil-
crisitem.author.orcid0000-0002-9859-4147-
crisitem.author.orcid0000-0001-5975-7145-
crisitem.author.orcid0000-0002-5275-0618-
crisitem.author.orcid0000-0002-5693-051X-
crisitem.author.orcid0000-0003-4576-7304-
crisitem.author.parentorgIU Sistemas Inteligentes y Aplicaciones Numéricas-
crisitem.author.parentorgIU Sistemas Inteligentes y Aplicaciones Numéricas-
crisitem.author.parentorgIU Sistemas Inteligentes y Aplicaciones Numéricas-
crisitem.author.parentorgIU Sistemas Inteligentes y Aplicaciones Numéricas-
crisitem.author.parentorgIU Sistemas Inteligentes y Aplicaciones Numéricas-
crisitem.author.fullNameRodríguez Galván, Eduardo-
crisitem.author.fullNameÁlamo Meneses, Guillermo Manuel-
crisitem.author.fullNameMedina López, Cristina-
crisitem.author.fullNamePadrón Hernández, Luis Alberto-
crisitem.author.fullNameAznárez González, Juan José-
crisitem.event.eventsstartdate12-06-2023-
crisitem.event.eventsenddate14-06-2023-
Appears in Collections:Actas de congresos
Adobe PDF (1,31 MB)
Show simple item record

Page view(s)

34
checked on Oct 5, 2024

Download(s)

69
checked on Oct 5, 2024

Google ScholarTM

Check


Share



Export metadata



Items in accedaCRIS are protected by copyright, with all rights reserved, unless otherwise indicated.