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Corrigendum to “Numerical simulation of high strength circular double-skin concrete-filled steel tubular slender columns” [Eng. Struct. 168 (2018) 205–217]

Liang, Qing ORCID: 0000-0003-0333-2265 (2018) Corrigendum to “Numerical simulation of high strength circular double-skin concrete-filled steel tubular slender columns” [Eng. Struct. 168 (2018) 205–217]. Engineering Structures, 176. pp. 949-950. ISSN 0141-0296

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Abstract

This is a corrigendum for the article titled Numerical simulation of high strength circular double-skin concrete-filled steel tubular slender columns, published in Engineering Structures (2018) 168 (205-217)

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
SWORD Depositor: Symplectic Elements
Depositing User: Symplectic Elements
Date Deposited: 06 Mar 2019 01:01
Last Modified: 06 Mar 2019 01:01
URI: http://vuir.vu.edu.au/id/eprint/38029
DOI: https://doi.org/10.1016/j.engstruct.2018.06.067
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Citations in Scopus: 0 - View on Scopus

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