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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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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

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Título: Behaviour of slender concrete-filled dual steel tubular columns subjected to eccentric loads
Autor: ALBERO GABARDA, VICENTE Ibáñez Usach, Carmen Piquer, A. Hernández-Figueirido, D.
Entidad UPV: 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
Universitat Politècnica de València. Instituto de Ciencia y Tecnología del Hormigón - Institut de Ciència i Tecnologia del Formigó
Fecha difusión:
Resumen:
[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 ...[+]
Palabras clave: Slender columns , Load eccentricity , Double-tube , Double-skin , Concrete-filled steel tubular columns , Eurocode 4
Derechos de uso: Reconocimiento - No comercial - Sin obra derivada (by-nc-nd)
Fuente:
Journal of Constructional Steel Research. (issn: 0143-974X )
DOI: 10.1016/j.jcsr.2020.106365
Editorial:
Elsevier
Versión del editor: https://doi.org/10.1016/j.jcsr.2020.106365
Código del Proyecto:
info:eu-repo/grantAgreement/UJI//UJI-B2018-58/
Agradecimientos:
The authors would like to express their sincere gratitude to Universitat Jaume I for the funding provided through the project UJI-B2018-58.
Tipo: Artículo

References

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