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 | 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 |
| Download/View statistics | View download statistics for this item |
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