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dc.contributor.authorClot Razquin, Arnau
dc.contributor.authorArcos Villamarín, Robert
dc.contributor.authorRomeu Garbí, Jordi
dc.contributor.otherUniversitat Politècnica de Catalunya. Departament d'Enginyeria Mecànica
dc.date.accessioned2017-06-20T12:09:37Z
dc.date.available2017-06-20T12:09:37Z
dc.date.issued2017-09-01
dc.identifier.citationClot, A., Arcos, R., Romeu, J. Efficient three-dimensional building-soil model for the prediction of ground-borne vibrations in buildings. "Journal of structural engineering (New York, N.Y.)", 1 Setembre 2017, vol. 143, núm. 9, p. 04017098-1-04017098-13.
dc.identifier.issn0733-9445
dc.identifier.urihttp://hdl.handle.net/2117/105664
dc.description.abstractThis paper proposes a new efficient model for the prediction of low-amplitude ground-borne vibrations in buildings. The model takes into account the three-dimensional nature of the building structure by analytical and semianalytical means, making it ideal for performing parametric studies or large-scale vibrations predictions. Its formulation assumes that the principal component in floor vibrations is the vertical one and assumes that the vibrations are transmitted to the various floors through the building columns. The correctness of the model is tested by comparing, in two 3-story building examples, its results with those obtained using a numerical model. Results regarding the isolation efficiency of implementing a thicker lower floor or columns with a larger cross section are also presented. The building-soil coupling is formulated considering piled foundations in a stratified soil. To ensure the computational efficiency of the calculations, the piles’ response to an incident wavefield is modeled considering the Novak pile model for a layered half-space. Finally, a study of the importance of the soil mechanical parameters in the considered problem is conducted using the building-soil coupled model.
dc.language.isoeng
dc.subjectÀrees temàtiques de la UPC::Enginyeria civil::Materials i estructures
dc.subjectÀrees temàtiques de la UPC::Enginyeria mecànica
dc.subject.lcshStructural dynamics
dc.subject.otherDynamic building model
dc.subject.otherGround-borne vibrations
dc.subject.otherLayered half-space
dc.subject.otherThin plate
dc.subject.otherShock vibratory effects
dc.titleEfficient three-dimensional building-soil model for the prediction of ground-borne vibrations in buildings
dc.typeArticle
dc.subject.lemacDinàmica estructural
dc.contributor.groupUniversitat Politècnica de Catalunya. LEAM - Laboratori d'Enginyeria Acústica i Mecànica
dc.identifier.doi10.1061/(ASCE)ST.1943-541X.0001826
dc.description.peerreviewedPeer Reviewed
dc.relation.publisherversionhttp://ascelibrary.org/doi/10.1061/%28ASCE%29ST.1943-541X.0001826
dc.rights.accessOpen Access
drac.iddocument21095154
dc.description.versionPostprint (author's final draft)
upcommons.citation.authorClot, A., Arcos, R., Romeu, J.
upcommons.citation.publishedtrue
upcommons.citation.publicationNameJournal of structural engineering (New York, N.Y.)
upcommons.citation.volume143
upcommons.citation.number9
upcommons.citation.startingPage04017098-1
upcommons.citation.endingPage04017098-13


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