Fire-Resistance of Eccentrically Loaded Rectangular Concrete-Filled Steel Tubular Slender Columns Incorporating Interaction of Local and Global Buckling

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Kamil, Ghanim Mohammed, Liang, Qing ORCID: 0000-0003-0333-2265 and Hadi, MNS (2019) Fire-Resistance of Eccentrically Loaded Rectangular Concrete-Filled Steel Tubular Slender Columns Incorporating Interaction of Local and Global Buckling. International Journal of Structural Stability and Dynamics, 19 (8). ISSN 0219-4554

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Electronic version of an article published as International Journal of Structural Stability and Dynamics, 19, (8) 2019, © copyright World Scientific Publishing Company

Item type Article
URI https://vuir.vu.edu.au/id/eprint/39332
DOI https://doi.org/10.1142/S0219455419500858
Official URL https://www.worldscientific.com/doi/abs/10.1142/S0...
Subjects Current > FOR Classification > 0905 Civil Engineering
Current > Division/Research > College of Science and Engineering
Keywords fiber approach; concrete-filled steel tubular columns; CFST columns; buckling; fire; temperature
Citations in Scopus 1 - View on Scopus
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