Nonlinear analysis of square spiral-confined reinforced concrete-filled steel tubular short columns incorporating novel confinement model and interaction local buckling

Download
Full text for this resource is not available from the Research Repository.
Export

Ahmed, Mizan ORCID: 0000-0001-5499-3181, Sheikh, M Neaz, Hadi, Muhammad NS ORCID: 0000-0002-6490-889X and Liang, Qing Quan ORCID: 0000-0003-0333-2265 (2022) Nonlinear analysis of square spiral-confined reinforced concrete-filled steel tubular short columns incorporating novel confinement model and interaction local buckling. Engineering Structures, 274. ISSN 0141-0296

Dimensions Badge

Altmetric Badge

Item type Article
URI https://vuir.vu.edu.au/id/eprint/46829
DOI 10.1016/j.engstruct.2022.115168
Official URL http://dx.doi.org/10.1016/j.engstruct.2022.115168
Subjects Current > FOR (2020) Classification > 4005 Civil engineering
Current > Division/Research > College of Science and Engineering
Keywords reinforced concrete filled steel tubes, columns, buckling, lateral pressure, confined concrete
Download/View statistics View download statistics for this item

Search Google Scholar

Repository staff login

CORE (COnnecting REpositories)