Behaviour of slender concrete-filled dual steel tubular columns subjected to eccentric loads
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Mostrar el registro completo del ítemcomunitat-uji-handle:10234/9
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comunitat-uji-handle3:10234/8617
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Título
Behaviour of slender concrete-filled dual steel tubular columns subjected to eccentric loadsFecha de publicación
2020-10-11Editor
ElsevierISSN
0143-974XCita bibliográfica
ALBERO, V., et al. Behaviour of slender concrete-filled dual steel tubular columns subjected to eccentric loads. Journal of Constructional Steel Research, vol. 176, p. 106365.Tipo de documento
info:eu-repo/semantics/articleVersión de la editorial
https://www.sciencedirect.com/science/article/pii/S0143974X20309172#!Versión
info:eu-repo/semantics/acceptedVersionPalabras clave / Materias
Resumen
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 ... [+]
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. [-]
Publicado en
Journal of Constructional Steel Research Volume 176, January 2021, 106365Proyecto de investigación
UJI-B2018-58Derechos de acceso
© 2020 Elsevier Ltd. All rights reserved
info:eu-repo/semantics/openAccess
info:eu-repo/semantics/openAccess
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