Numerical simulation of high strength circular double-skin concrete-filled steel tubular slender columns
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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
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)
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| Item type | Article |
| URI | https://vuir.vu.edu.au/id/eprint/37142 |
| DOI | 10.1016/j.engstruct.2018.04.062 |
| 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 | 50 - View on Scopus |
| Download/View statistics | View download statistics for this item |
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