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

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Liang, Qing ORCID logoORCID: https://orcid.org/0000-0003-0333-2265, Patel, Vipulkumar Ishvarbhai and Hadi, Muhammad NS ORCID logoORCID: https://orcid.org/0000-0002-6490-889X (2012) Nonlinear Analysis of Biaxially Loaded High Strength Rectangular Concrete-Filled Steel Tubular Slender Beam-Columns, Part I: Theory. 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/24031
DOI 10.3850/978-981-07-2615-7_116
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 ResPubID26062; numerical model; CFST slender beam-columns; buckling; fiber element analysis; concrete; steel; load-deflection; strength; Müller's method algorithms
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