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

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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

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)

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Item type Article
URI https://vuir.vu.edu.au/id/eprint/38029
DOI https://doi.org/10.1016/j.engstruct.2018.06.067
Official URL https://www.sciencedirect.com/science/article/pii/...
Subjects Historical > FOR Classification > 0905 Civil Engineering
Current > Division/Research > College of Science and Engineering
Keywords DCFST slender columns; concrete; steel; load distributions; confinement characteristics; eccentric loading; axial load-deflections
Citations in Scopus 0 - View on Scopus
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