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Structural response of concrete-filled round-ended stub columns subjected to eccentric loads

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Structural response of concrete-filled round-ended stub columns subjected to eccentric loads

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Piquer, A.; Ibáñez Usach, C.; Hernández-Figueirido, D. (2019). Structural response of concrete-filled round-ended stub columns subjected to eccentric loads. Engineering Structures. 184:318-328. https://doi.org/10.1016/j.engstruct.2019.01.091

Por favor, use este identificador para citar o enlazar este ítem: http://hdl.handle.net/10251/155960

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Title: Structural response of concrete-filled round-ended stub columns subjected to eccentric loads
Author: Piquer, A. Ibáñez Usach, Carmen Hernández-Figueirido, D.
UPV Unit: 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
Issued date:
Abstract:
[EN] In this paper, the results of an experimental campaign on 9 concrete-filled round-ended steel tubular (CFRT) stub beam-columns subjected to eccentric loads are presented. Different levels of load eccentricity were ...[+]
Subjects: Concrete-filled steel beam-columns , Round-ended beam-columns , Eccentric loads , High strength concrete , Sectional capacity , Stub beam-columns
Copyrigths: Reconocimiento - No comercial - Sin obra derivada (by-nc-nd)
Source:
Engineering Structures. (issn: 0141-0296 )
DOI: 10.1016/j.engstruct.2019.01.091
Publisher:
Elsevier
Publisher version: https://doi.org/10.1016/j.engstruct.2019.01.091
Project ID:
info:eu-repo/grantAgreement/GVA//GV%2F2015%2F098/
Thanks:
The authors would like to express their sincere gratitude to the Generalitat Valenciana for the project GV/2015/098, entitled Análisis numérico de la configuración óptima y sostenible de pilares mixtos tipo concrete ...[+]
Type: Artículo

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