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Numerical simulation of high strength circular double-skin concrete-filled steel tubular slender columns

Liang, Qing ORCID: 0000-0003-0333-2265 (2018) Numerical simulation of high strength circular double-skin concrete-filled steel tubular slender columns. Engineering Structures, 168. 205 - 217. ISSN 0141-0296

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Abstract

Correction to this article published: Corrigendum to “Numerical simulation of high strength circular double-skin concrete-filled steel tubular slender columns” [Eng. Struct. 168 (2018) 205–217], in Engineering Structures (2018) 176 (949-950)

Item Type: Article
Uncontrolled Keywords: DCFST slender columns; concrete; steel; load distributions; confinement characteristics; eccentric loading; axial load-deflections
Subjects: FOR Classification > 0905 Civil Engineering
Faculty/School/Research Centre/Department > College of Science and Engineering
Depositing User: Symplectic Elements
Date Deposited: 30 Sep 2018 23:54
Last Modified: 19 Nov 2019 00:22
URI: http://vuir.vu.edu.au/id/eprint/37142
DOI: https://doi.org/10.1016/j.engstruct.2018.04.062
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Citations in Scopus: 8 - View on Scopus

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