Flexural-torsional buckling of fixed steel arches under uniform bending

Bradford, MA; Pi, Y

Flexural-torsional buckling of fixed steel arches under uniform bending

Bradford, MA Pi, Y

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Publisher:: Elsevier Sci Ltd
Publication Type:: Journal Article
Citation:: Journal Of Constructional Steel Research, 2006, 62 (1-Feb), pp. 20 - 26
Issue Date:: 2006-01

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Field	Value	Language
dc.contributor.author	Bradford, MA	en_US
dc.contributor.author	Pi, Y	en_US
dc.date.issued	2006-01	en_US
dc.identifier.citation	Journal Of Constructional Steel Research, 2006, 62 (1-Feb), pp. 20 - 26	en_US
dc.identifier.issn	0143-974X	en_US
dc.identifier.uri	http://hdl.handle.net/10453/13600
dc.description.abstract	This paper develops a closed-form solution for the elastic flexural-torsional buckling of a laterally fixed steel circular arch that is subjected to uniform bending. The formulation makes recourse to an orthogonal rotations matrix in order to derive the	en_US
dc.publisher	Elsevier Sci Ltd	en_US
dc.relation.ispartof	Journal Of Constructional Steel Research	en_US
dc.relation.isbasedon	10.1016/j.jcsr.2005.02.012	en_US
dc.subject.classification	Civil Engineering	en_US
dc.title	Flexural-torsional buckling of fixed steel arches under uniform bending	en_US
dc.type	Journal Article
utslib.citation.volume	1-Feb	en_US
utslib.citation.volume	62	en_US
utslib.location.activity	ISI:000233001200003	en_US
utslib.for	0905 Civil Engineering	en_US
utslib.for	0915 Interdisciplinary Engineering	en_US
utslib.for	1202 Building	en_US
dc.location.activity	ISI:000233001200003	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	false	en_US
pubs.issue	1-Feb	en_US
pubs.volume	62	en_US

Abstract:

This paper develops a closed-form solution for the elastic flexural-torsional buckling of a laterally fixed steel circular arch that is subjected to uniform bending. The formulation makes recourse to an orthogonal rotations matrix in order to derive the

Please use this identifier to cite or link to this item:

http://hdl.handle.net/10453/13600