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Behaviour of slender concrete-filled dual steel tubular columns subjected to eccentric loads

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Behaviour of slender concrete-filled dual steel tubular columns subjected to eccentric loads

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dc.contributor.author ALBERO GABARDA, VICENTE es_ES
dc.contributor.author Ibáñez Usach, Carmen es_ES
dc.contributor.author Piquer, A. es_ES
dc.contributor.author Hernández-Figueirido, D. es_ES
dc.date.accessioned 2021-03-23T04:31:50Z
dc.date.available 2021-03-23T04:31:50Z
dc.date.issued 2021-01 es_ES
dc.identifier.issn 0143-974X es_ES
dc.identifier.uri http://hdl.handle.net/10251/164065
dc.description.abstract [EN] In this paper an experimental program on concrete-filled steel tubular columns subjected to eccentric loads is presented. The columns have different cross-sectional configurations, including single concrete-filled steel tubular columns (CFST) and concrete-filled dual steel tubular columns (CFDST). The response of all the columns was studied and the physical state of all the specimens after the tests was checked. The level of utilisation achieved by each type of column in relation to its cross-sectional resistance was analysed together with the influence of the extra inner tube or the inner filling of concrete for the CFDST specimens. Finally, EN1994-1-1 provisions were assessed by comparing the experimental results with the predictions given by the simplified method which appears to be conservative in this case. es_ES
dc.description.sponsorship The authors would like to express their sincere gratitude to Universitat Jaume I for the funding provided through the project UJI-B2018-58. es_ES
dc.language Inglés es_ES
dc.publisher Elsevier es_ES
dc.relation.ispartof Journal of Constructional Steel Research es_ES
dc.rights Reconocimiento - No comercial - Sin obra derivada (by-nc-nd) es_ES
dc.subject Slender columns es_ES
dc.subject Load eccentricity es_ES
dc.subject Double-tube es_ES
dc.subject Double-skin es_ES
dc.subject Concrete-filled steel tubular columns es_ES
dc.subject Eurocode 4 es_ES
dc.subject.classification INGENIERIA DE LA CONSTRUCCION es_ES
dc.subject.classification INGENIERIA AEROESPACIAL es_ES
dc.title Behaviour of slender concrete-filled dual steel tubular columns subjected to eccentric loads es_ES
dc.type Artículo es_ES
dc.identifier.doi 10.1016/j.jcsr.2020.106365 es_ES
dc.relation.projectID info:eu-repo/grantAgreement/UJI//UJI-B2018-58/ es_ES
dc.rights.accessRights Abierto es_ES
dc.contributor.affiliation Universitat Politècnica de València. Departamento de Ingeniería de la Construcción y de Proyectos de Ingeniería Civil - Departament d'Enginyeria de la Construcció i de Projectes d'Enginyeria Civil es_ES
dc.contributor.affiliation Universitat Politècnica de València. Instituto de Ciencia y Tecnología del Hormigón - Institut de Ciència i Tecnologia del Formigó es_ES
dc.description.bibliographicCitation Albero Gabarda, V.; Ibáñez Usach, C.; Piquer, A.; Hernández-Figueirido, D. (2021). Behaviour of slender concrete-filled dual steel tubular columns subjected to eccentric loads. Journal of Constructional Steel Research. 176:1-14. https://doi.org/10.1016/j.jcsr.2020.106365 es_ES
dc.description.accrualMethod S es_ES
dc.relation.publisherversion https://doi.org/10.1016/j.jcsr.2020.106365 es_ES
dc.description.upvformatpinicio 1 es_ES
dc.description.upvformatpfin 14 es_ES
dc.type.version info:eu-repo/semantics/publishedVersion es_ES
dc.description.volume 176 es_ES
dc.relation.pasarela S\420249 es_ES
dc.contributor.funder Universitat Jaume I es_ES
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