Structural response of concrete-filled round-ended stub columns subjected to eccentric loads
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Other documents of the author: Piquer, Ana; Ibáñez Usach, Carmen; Hernández-Figueirido, David
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Show full item recordcomunitat-uji-handle:10234/9
comunitat-uji-handle2:10234/7035
comunitat-uji-handle3:10234/8617
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INVESTIGACIONMetadata
Title
Structural response of concrete-filled round-ended stub columns subjected to eccentric loadsDate
2019-04-01Publisher
ElsevierBibliographic citation
PIQUER VICENT, Ana; IBÁÑEZ USACH, Carmen; HERNÁNDEZ FIGUEIRIDO, David (2019). Structural response of concrete-filled round-ended stub columns subjected to eccentric loads. Engineering Structures, v. 184, p. 318-328Type
info:eu-repo/semantics/articlePublisher version
https://www.sciencedirect.com/science/article/pii/S0141029618330761Version
info:eu-repo/semantics/publishedVersionSubject
Abstract
Concrete-filled steel beam-columns
Round-ended beam-columns
Eccentric loads
High strength concrete
Sectional capacity
Stub beam-columns
Is part of
Engineering Structures (2019), v. 184Investigation project
Generalitat Valenciana for the project GV/2015/098, entitled “Análisis numérico de la configuración óptima y sostenible de pilares mixtos tipo concrete filled steel tubes (CFT)”.Rights
http://rightsstatements.org/vocab/CNE/1.0/
info:eu-repo/semantics/openAccess
info:eu-repo/semantics/openAccess
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- EMC_Articles [810]