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

Liang, Qing Quan 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..

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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.

Item Type: Book Section
Additional Information:

Paper 2b-2

Uncontrolled Keywords: ResPubID17249, concrete-filled steel tubes, beam columns, fiber elements, nonlinear analysis
Subjects: Faculty/School/Research Centre/Department > School of Engineering and Science
FOR Classification > 0905 Civil Engineering
SEO Classification > 8702 Construction Design
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Depositing User: VUIR
Date Deposited: 16 Oct 2013 06:20
Last Modified: 16 Oct 2013 06:20
URI: http://vuir.vu.edu.au/id/eprint/6172
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