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http://go.warwick.ac.uk/lib-publications Original citation: Sheehan, Therese, Dai, X. H., Chan, Tak-Ming and Lam, D.. (2012) Structural response of concrete-filled elliptical steel hollow sections under eccentric compression. Engineering Structures, Vol.45 . pp. 314-323. Permanent WRAP url: http://wrap.warwick.ac.uk/52067 Copyright and reuse: The Warwick Research Archive Portal (WRAP) makes the work of researchers of the University of Warwick available open access under the following conditions. Copyright © and all moral rights to the version of the paper presented here belong to the individual author(s) and/or other copyright owners. To the extent reasonable and practicable the material made available in WRAP has been checked for eligibility before being made available. Copies of full items can be used for personal research or study, educational, or not-for- profit purposes without prior permission or charge. Provided that the authors, title and full bibliographic details are credited, a hyperlink and/or URL is given for the original metadata page and the content is not changed in any way. Publisher’s statement: “NOTICE: this is the author’s version of a work that was accepted for publication in Engineering Structures. Changes resulting from the publishing process, such as peer review, editing, corrections, structural formatting, and other quality control mechanisms may not be reflected in this document. Changes may have been made to this work since it was submitted for publication. A definitive version was subsequently published in Engineering Structures, [VOL:45, December 2012] DOI: 10.1016/j.engstruct.2012.06.040A note on versions: The version presented here may differ from the published version or, version of record, if you wish to cite this item you are advised to consult the publisher’s version. Please see the ‘permanent WRAP url’ above for details on accessing the published version and note that access may require a subscription. For more information, please contact the WRAP Team at: [email protected]
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Structural response of concrete-filled elliptical steel hollow sections under eccentric compression

Jun 24, 2023

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