Performance-based analysis of concrete-filled steel tubular beam–columns, part II: verification and applications

Article

Liang, Qing Quan. 2009. "Performance-based analysis of concrete-filled steel tubular beam–columns, part II: verification and applications." Journal of Constructional Steel Research. 65 (2), pp. 351-362. https://doi.org/10.1016/j.jcsr.2008.03.003
Article Title

Performance-based analysis of concrete-filled steel tubular beam–columns, part II: verification and applications

ERA Journal ID4225
Article CategoryArticle
Authors
AuthorLiang, Qing Quan
Journal TitleJournal of Constructional Steel Research
Journal Citation65 (2), pp. 351-362
Number of Pages12
Year2009
PublisherElsevier
Place of PublicationOxford, United Kingdom
ISSN0143-974X
1873-5983
Digital Object Identifier (DOI)https://doi.org/10.1016/j.jcsr.2008.03.003
Web Address (URL)http://www.sciencedirect.com/science/article/pii/S0143974X08000837
Abstract

The theory and algorithms of a performance-based analysis (PBA) technique for the nonlinear analysis and performance-based design of thin-walled concrete-filled steel tubular (CFST) beam–columns with local buckling effects were presented in a companion paper. Initial local buckling and effective strength/width formulas for steel plates are incorporated in the PBA program to account for local buckling effects. Performance indices are used in the PBA program to quantify the section, axial ductility and
curvature ductility performance of thin-walled CFST beam–columns. This paper presents the verification and applications of the PBA program developed. The axial load–strain curves, ultimate axial loads and moment–curvature curves for thin-walled CFST columns predicted by the PBA program are verified by experimental data. The PBA program is then utilized to investigate the effects of local buckling, depth-tothickness ratio, concrete compressive strengths, steel yield strengths and axial load levels on the stiffness, strength and ductility performance of thin-walled CFST beam–columns under axial load and biaxial bending. The PBA technique developed is shown to be efficient and accurate and can be used directly in the performance-based design of thin-walled CFST beam–columns and implemented in advanced analysis programs for composite columns and frames.

Keywordsbiaxial bending; composite columns; ductility; local buckling; nonlinear analysis; performance-based analysis
ANZSRC Field of Research 2020400510. Structural engineering
400505. Construction materials
401602. Composite and hybrid materials
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Byline AffiliationsDepartment of Agricultural, Civil and Environmental Engineering
Institution of OriginUniversity of Southern Queensland
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