Nonlinear Analysis of Biaxially Loaded High Strength Rectangular Concrete-Filled Steel Tubular Slender Beam-Columns, Part II: Applications

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Patel, Vipulkumar Ishvarbhai ORCID: 0000-0002-6463-9044, Liang, Qing ORCID: 0000-0003-0333-2265 and Hadi, Muhammad NS ORCID: 0000-0002-6490-889X (2012) Nonlinear Analysis of Biaxially Loaded High Strength Rectangular Concrete-Filled Steel Tubular Slender Beam-Columns, Part II: Applications. In: 10th International Conference on Advances in Steel Concrete Composite and Hybrid Strcutures, 2 July 2012 - 4 July 2012, Singapore, Singapore.

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Item type Conference or Workshop Item (Paper)
URI https://vuir.vu.edu.au/id/eprint/24029
DOI 10.3850/978-981-07-2615-7_117
Official URL http://rpsonline.com.sg/proceedings/9789810726164/...
ISBN 9789810726157
Subjects Historical > FOR Classification > 0905 Civil Engineering
Historical > SEO Classification > 8702 Construction Design
Historical > Faculty/School/Research Centre/Department > School of Engineering and Science
Keywords ResPubID26058; concrete-filled steel tubular beam-columns; buckling; numerical model; axial strength; bending strength; loading eccentricity ratio; depth-to-thickness ratio
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