Please use this identifier to cite or link to this item:
http://hdl.handle.net/10553/117356
DC Field | Value | Language |
---|---|---|
dc.contributor.author | Carbonari ---,Sandro | en_US |
dc.contributor.author | Rodríguez Bordón, Jacob David | en_US |
dc.contributor.author | Padrón, Luis Alberto | en_US |
dc.contributor.author | Morici, Michele | en_US |
dc.contributor.author | Dezi, Francesca | en_US |
dc.contributor.author | Aznárez, Juan José | en_US |
dc.contributor.author | Leoni, Graziano | en_US |
dc.contributor.author | Maeso Fortuny, Orlando Fco | en_US |
dc.date.accessioned | 2022-07-25T15:45:56Z | - |
dc.date.available | 2022-07-25T15:45:56Z | - |
dc.date.issued | 2022 | en_US |
dc.identifier.issn | 0098-8847 | en_US |
dc.identifier.uri | http://hdl.handle.net/10553/117356 | - |
dc.description.abstract | The paper presents a Winkler-based numerical model for the analysis of the dynamic response of caisson foundations. The model allows the evaluation of the impedance functions and of the foundation input motion (FIM), which can be used in the framework of the substructure approach to compute inertial soil-foundation superstructure interaction analyses. In addition, kinematic stress resultants due to seismic shear waves propagating into the soil can be estimated. The caisson is modelled as a Timoshenko beam and the soil-caisson interaction forces are derived from the analyses of the plane-strain vibration problem of an annular rigid ring embedded into the soil. The problem solution is obtained in the frequency domain exploiting the finite element approach and generic soil stratigraphies can be considered in the applications. The model, which is characterised by a very low computational effort, is validated by performing a parametric investigation, comparing results with those obtained from more rigorous BEM-FEM models of the soil-caissons systems. Finally, some applications to real caisson foundations of offshore wind turbines (OWTs) are shown to demonstrate the model accuracy in capturing the seismic response of the foundations obtained from more rigorous models. | en_US |
dc.language | eng | en_US |
dc.relation.ispartof | Earthquake Engineering and Structural Dynamics | en_US |
dc.source | Earthquake Engineering and Structural Dynamics [ISSN 0098-8847], 2022 | en_US |
dc.subject | 330532 Ingeniería de estructuras | en_US |
dc.subject.other | Caisson foundations | en_US |
dc.subject.other | Seismic response | en_US |
dc.subject.other | Soil-structure interaction | en_US |
dc.subject.other | Winkler model | en_US |
dc.title | Winkler model for predicting the dynamic response of caisson foundations | en_US |
dc.type | info:eu-repo/semantics/article | en_US |
dc.identifier.doi | 10.1002/eqe.3713 | en_US |
dc.identifier.scopus | 2-s2.0-85134022343 | - |
dc.identifier.isi | WOS:000823741500001 | - |
dc.contributor.orcid | 0000-0001-9277-8378 | - |
dc.contributor.orcid | 0000-0001-5820-2527 | - |
dc.contributor.orcid | 0000-0002-5693-051X | - |
dc.contributor.orcid | 0000-0001-9032-388X | - |
dc.contributor.orcid | 0000-0001-6926-0247 | - |
dc.contributor.orcid | 0000-0003-4576-7304 | - |
dc.contributor.orcid | 0000-0002-9538-3272 | - |
dc.contributor.orcid | 0000-0002-4102-9585 | - |
dc.investigacion | Ingeniería y Arquitectura | en_US |
dc.type2 | Artículo | en_US |
dc.utils.revision | Sí | en_US |
dc.identifier.ulpgc | Sí | en_US |
dc.contributor.buulpgc | BU-ING | en_US |
dc.description.sjr | 1,714 | |
dc.description.jcr | 4,5 | |
dc.description.sjrq | Q1 | |
dc.description.jcrq | Q1 | |
dc.description.scie | SCIE | |
dc.description.miaricds | 11,0 | |
item.fulltext | Sin texto completo | - |
item.grantfulltext | none | - |
crisitem.author.dept | GIR SIANI: Mecánica de los Medios Continuos y Estructuras | - |
crisitem.author.dept | IU Sistemas Inteligentes y Aplicaciones Numéricas | - |
crisitem.author.dept | Departamento de Ingeniería Civil | - |
crisitem.author.dept | GIR SIANI: Mecánica de los Medios Continuos y Estructuras | - |
crisitem.author.dept | IU Sistemas Inteligentes y Aplicaciones Numéricas | - |
crisitem.author.dept | Departamento de Ingeniería Civil | - |
crisitem.author.dept | GIR SIANI: Mecánica de los Medios Continuos y Estructuras | - |
crisitem.author.dept | IU Sistemas Inteligentes y Aplicaciones Numéricas | - |
crisitem.author.dept | Departamento de Ingeniería Civil | - |
crisitem.author.dept | GIR SIANI: Mecánica de los Medios Continuos y Estructuras | - |
crisitem.author.dept | IU Sistemas Inteligentes y Aplicaciones Numéricas | - |
crisitem.author.dept | Departamento de Ingeniería Civil | - |
crisitem.author.orcid | 0000-0001-5820-2527 | - |
crisitem.author.orcid | 0000-0002-5693-051X | - |
crisitem.author.orcid | 0000-0003-4576-7304 | - |
crisitem.author.orcid | 0000-0002-4102-9585 | - |
crisitem.author.parentorg | IU Sistemas Inteligentes y Aplicaciones Numéricas | - |
crisitem.author.parentorg | IU Sistemas Inteligentes y Aplicaciones Numéricas | - |
crisitem.author.parentorg | IU Sistemas Inteligentes y Aplicaciones Numéricas | - |
crisitem.author.parentorg | IU Sistemas Inteligentes y Aplicaciones Numéricas | - |
crisitem.author.fullName | Carbonari ,Sandro | - |
crisitem.author.fullName | Rodríguez Bordón, Jacob David | - |
crisitem.author.fullName | Padrón Hernández, Luis Alberto | - |
crisitem.author.fullName | Aznárez González, Juan José | - |
crisitem.author.fullName | Maeso Fortuny, Orlando Fco | - |
Appears in Collections: | Artículos |
SCOPUSTM
Citations
2
checked on Aug 25, 2024
WEB OF SCIENCETM
Citations
2
checked on Aug 25, 2024
Page view(s)
97
checked on Jan 20, 2024
Google ScholarTM
Check
Altmetric
Share
Export metadata
Items in accedaCRIS are protected by copyright, with all rights reserved, unless otherwise indicated.