Time-dependent In-plane Behaviour And Buckling Of Concrete-filled Steel Tubular Arches

Bradford, MA; Pi, Y; Qu, W

Time-dependent In-plane Behaviour And Buckling Of Concrete-filled Steel Tubular Arches

Bradford, MA Pi, Y Qu, W

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Publisher:: Pergamon - Elsevier Ltd.
Publication Type:: Journal Article
Citation:: Engineering Structures, 2011, 33 (5), pp. 1781 - 1795
Issue Date:: 2011-01

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Field	Value	Language
dc.contributor.author	Bradford, MA	en_US
dc.contributor.author	Pi, Y	en_US
dc.contributor.author	Qu, W	en_US
dc.date.issued	2011-01	en_US
dc.identifier.citation	Engineering Structures, 2011, 33 (5), pp. 1781 - 1795	en_US
dc.identifier.issn	0141-0296	en_US
dc.identifier.uri	http://hdl.handle.net/10453/18403
dc.description.abstract	This paper presents a theoretical analysis for the time-dependent behaviour and buckling of concrete-filled steel tubular (CFST) circular arches due to shrinkage and creep of the concrete core under a sustained uniform radial load. The algebraically trac	en_US
dc.publisher	Pergamon - Elsevier Ltd.	en_US
dc.relation.ispartof	Engineering Structures	en_US
dc.relation.isbasedon	10.1016/j.engstruct.2011.02.018	en_US
dc.subject.classification	Civil Engineering	en_US
dc.title	Time-dependent In-plane Behaviour And Buckling Of Concrete-filled Steel Tubular Arches	en_US
dc.type	Journal Article
utslib.citation.volume	5	en_US
utslib.citation.volume	33	en_US
utslib.for	0905 Civil Engineering	en_US
utslib.for	0912 Materials Engineering	en_US
utslib.for	0915 Interdisciplinary Engineering	en_US
pubs.embargo.period	Not known	en_US
pubs.organisational-group	/University of Technology Sydney
pubs.organisational-group	/University of Technology Sydney/Faculty of Engineering and Information Technology
utslib.copyright.status	closed_access
pubs.consider-herdc	true	en_US
pubs.issue	5	en_US
pubs.volume	33	en_US

Abstract:

This paper presents a theoretical analysis for the time-dependent behaviour and buckling of concrete-filled steel tubular (CFST) circular arches due to shrinkage and creep of the concrete core under a sustained uniform radial load. The algebraically trac

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http://hdl.handle.net/10453/18403