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dc.contributor.advisorMartínez Castro, Alejandro Enrique es_ES
dc.contributor.authorPerridon, Altantsetseges_ES
dc.contributor.otherUniversidad de Granada. Departamento de Mecánica de Estructuras e Ingeniería Hidráulicaes_ES
dc.description.abstractDesigning foundations for o shore wind turbines (OWT's) are challenging, in order to ensure reliable and cost-e ective designs, the e ects of the support structure and the subsoil on the natural vibration characteristics have to be taken into account during the dynamic simulation of the structural response. The focus of this work is to evaluate the in uence of the multi-layered strata on the magnitude of the soil-structure interaction (SSI) of gravity-based structure (GBS) foundations. To do so, a simpli ed model is proposed for the computation of impedance functions including the SSI e ects. The result will be obtained using 3D boundary element program "BEASSI" and "SAP2000".es_ES
dc.rightsCreative Commons Attribution-NonCommercial-NoDerivs 3.0 Licensees_ES
dc.subjectDynamic stiffness of foundationses_ES
dc.subjectDynamic soil-structure interactiones_ES
dc.subjectDynamic impedanceses_ES
dc.subjectOffshore structures es_ES
dc.subjectLattice toweres_ES
dc.subjectAmortiguamiento suelo-estructuraes_ES
dc.subjectMatrices de rigidez dinámicases_ES
dc.titleDynamic stiffness of a gravity based foundation in offshore structure: dependence of soil properties in global dampinges_ES

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Creative Commons Attribution-NonCommercial-NoDerivs 3.0 License
Except where otherwise noted, this item's license is described as Creative Commons Attribution-NonCommercial-NoDerivs 3.0 License