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Circular concrete-filled dual steel columns with ultrahigh-strength concrete

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Circular concrete-filled dual steel columns with ultrahigh-strength concrete

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Romero, ML.; Albero Gabarda, V.; Espinós Capilla, A.; Hospitaler Pérez, A.; Pons Aliaga, D.; Portolés, JM.; Ibáñez Usach, C. (2016). Circular concrete-filled dual steel columns with ultrahigh-strength concrete. Steel Construction. 9(4):323-330. doi:10.1002/stco.201610038

Por favor, use este identificador para citar o enlazar este ítem: http://hdl.handle.net/10251/77704

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Title: Circular concrete-filled dual steel columns with ultrahigh-strength concrete
Author:
UPV Unit: Universitat Politècnica de València. Escuela Técnica Superior de Ingenieros Industriales - Escola Tècnica Superior d'Enginyers Industrials
Universitat Politècnica de València. Departamento de Mecánica de los Medios Continuos y Teoría de Estructuras - Departament de Mecànica dels Medis Continus i Teoria d'Estructures
Universitat Politècnica de València. Escuela Técnica Superior de Ingeniería del Diseño - Escola Tècnica Superior d'Enginyeria del Disseny
Issued date:
Abstract:
This paper presents the results of an experimental campaign in which the buckling resistance of 12 concrete-filled dual steel columns was ascertained. Whereas some papers in the literature describe investigations into ...[+]
Copyrigths: Cerrado
Source:
Steel Construction. (issn: 1867-0539 )
DOI: 10.1002/stco.201610038
Publisher:
Ernst und Sohn
Publisher version: http://dx.doi.org/10.1002/stco.201610038
Thanks:
The authors would like to express their sincere gratitude to the Spanish Ministry of Economy & Competitivity through project BIA2012-33144 and to the European Community for the FEDER funds.
Type: Artículo

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