Nonlinear analysis and buckling of elastically supported circular shallow arches

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

Nonlinear analysis and buckling of elastically supported circular shallow arches

Pi, Y Bradford, MA Tin-loi, F

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Publisher:: Pergamon-Elsevier Science Ltd
Publication Type:: Journal Article
Citation:: International Journal Of Solids And Structures, 2007, 44 (7-Aug), pp. 2401 - 2425
Issue Date:: 2007-01

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Full metadata record

Field	Value	Language
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	2007-01	en_US
dc.identifier.citation	International Journal Of Solids And Structures, 2007, 44 (7-Aug), pp. 2401 - 2425	en_US
dc.identifier.issn	0020-7683	en_US
dc.identifier.uri	http://hdl.handle.net/10453/13667
dc.description.abstract	Arches are often supported elastically by other structural members. This paper investigates the in-plane nonlinear elastic behaviour and stability of elastically supported shallow circular arches that are subjected to a radial load uniformly distributed	en_US
dc.publisher	Pergamon-Elsevier Science Ltd	en_US
dc.relation.ispartof	International Journal Of Solids And Structures	en_US
dc.relation.isbasedon	10.1016/j.ijsolstr.2006.07.011	en_US
dc.subject.classification	Mechanical Engineering & Transports	en_US
dc.title	Nonlinear analysis and buckling of elastically supported circular shallow arches	en_US
dc.type	Journal Article
utslib.citation.volume	7-Aug	en_US
utslib.citation.volume	44	en_US
utslib.location.activity	ISI:000245022200018	en_US
utslib.for	0905 Civil Engineering	en_US
utslib.for	0913 Mechanical Engineering	en_US
utslib.for	09 Engineering	en_US
dc.location.activity	ISI:000245022200018	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	7-Aug	en_US
pubs.volume	44	en_US

Abstract:

Arches are often supported elastically by other structural members. This paper investigates the in-plane nonlinear elastic behaviour and stability of elastically supported shallow circular arches that are subjected to a radial load uniformly distributed

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

http://hdl.handle.net/10453/13667