Nonlinear inelastic behavior of circular concrete-filled steel tubular slender beam-columns

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Liang, Qing ORCID: 0000-0003-0333-2265 and Fragomeni, Sam (2009) Nonlinear inelastic behavior of circular concrete-filled steel tubular slender beam-columns. In: Concrete solutions 09 : adding value in changing climates: 24th Biennial Conference of the Concrete Institute of Australia, 17-19 September 2009, Luna Park, Sydney. Gilbert, R. I, ed. Concrete Institute of Australia, Rhodes, N.S.W..

Abstract

This paper presents a numerical model based on fiber element formulations for predicting the nonlinear inelastic behavior of circular concrete-filled steel tubular (CFST) slender beam-columns under eccentric loading.

Additional Information

Paper 2b-2
Item type Book Section
URI https://vuir.vu.edu.au/id/eprint/6172
Subjects Historical > Faculty/School/Research Centre/Department > School of Engineering and Science
Historical > FOR Classification > 0905 Civil Engineering
Historical > SEO Classification > 8702 Construction Design
Keywords ResPubID17249, concrete-filled steel tubes, beam columns, fiber elements, nonlinear analysis
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