In-plane Nonlinear buckling analysis of deep circular arches incorporating transverse stresses

Gengshu, T; Pi, Y; Bradford, MA; Tin-loi, F

In-plane Nonlinear buckling analysis of deep circular arches incorporating transverse stresses

Gengshu, T Pi, Y Bradford, MA Tin-loi, F

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Publisher:: Asce-Amer Soc Civil Engineers
Publication Type:: Journal Article
Citation:: Journal of Engineering Mechanics, 2008, 134 (5), pp. 362 - 373
Issue Date:: 2008-01

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Field	Value	Language
dc.contributor.author	Gengshu, T	en_US
dc.contributor.author	Pi, Y	en_US
dc.contributor.author	Bradford, MA	en_US
dc.contributor.author	Tin-loi, F	en_US
dc.date.issued	2008-01	en_US
dc.identifier.citation	Journal of Engineering Mechanics, 2008, 134 (5), pp. 362 - 373	en_US
dc.identifier.issn	0733-9399	en_US
dc.identifier.uri	http://hdl.handle.net/10453/12988
dc.description.abstract	Large discrepancies exist among current classical theories for the in-plane buckling of arches that are subjected to a constant-directed radial load uniformly distributed around the arch axis. Discrepancies also exist between the classical solutions and	en_US
dc.publisher	Asce-Amer Soc Civil Engineers	en_US
dc.relation.ispartof	Journal of Engineering Mechanics	en_US
dc.relation.isbasedon	10.1061/(ASCE)0733-9399(2008)134:5(362	en_US
dc.subject.classification	Civil Engineering	en_US
dc.title	In-plane Nonlinear buckling analysis of deep circular arches incorporating transverse stresses	en_US
dc.type	Journal Article
utslib.citation.volume	5	en_US
utslib.citation.volume	134	en_US
utslib.location.activity	ISI:000255251900003	en_US
utslib.for	0905 Civil Engineering	en_US
utslib.for	0913 Mechanical Engineering	en_US
dc.location.activity	ISI:000255251900003	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	5	en_US
pubs.volume	134	en_US

Abstract:

Large discrepancies exist among current classical theories for the in-plane buckling of arches that are subjected to a constant-directed radial load uniformly distributed around the arch axis. Discrepancies also exist between the classical solutions and

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http://hdl.handle.net/10453/12988