Dynamic buckling of shallow pin-ended arches under a sudden central concentrated load

Pi, Y; Bradford, MA

Dynamic buckling of shallow pin-ended arches under a sudden central concentrated load

Pi, Y Bradford, MA

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Publisher:: Academic Press Ltd Elsevier Science Ltd
Publication Type:: Journal Article
Citation:: Journal Of Sound And Vibration, 2008, 317 (3-May), pp. 898 - 917
Issue Date:: 2008-01

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Field	Value	Language
dc.contributor.author	Pi, Y	en_US
dc.contributor.author	Bradford, MA	en_US
dc.date.issued	2008-01	en_US
dc.identifier.citation	Journal Of Sound And Vibration, 2008, 317 (3-May), pp. 898 - 917	en_US
dc.identifier.issn	0022-460X	en_US
dc.identifier.uri	http://hdl.handle.net/10453/13062
dc.description.abstract	When a shallow arch is subjected to an in-plane load that is applied suddenly, the arch will oscillate about an equilibrium position due to the kinetic energy imparted to the arch by the sudden load. If the suddenly applied load is sufficient large, the	en_US
dc.publisher	Academic Press Ltd Elsevier Science Ltd	en_US
dc.relation.ispartof	Journal Of Sound And Vibration	en_US
dc.relation.isbasedon	10.1016/j.jsv.2008.03.037	en_US
dc.subject.classification	Acoustics	en_US
dc.title	Dynamic buckling of shallow pin-ended arches under a sudden central concentrated load	en_US
dc.type	Journal Article
utslib.citation.volume	3-May	en_US
utslib.citation.volume	317	en_US
utslib.location.activity	ISI:000259172500029	en_US
utslib.for	0905 Civil Engineering	en_US
utslib.for	02 Physical Sciences	en_US
utslib.for	09 Engineering	en_US
dc.location.activity	ISI:000259172500029	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	3-May	en_US
pubs.volume	317	en_US

Abstract:

When a shallow arch is subjected to an in-plane load that is applied suddenly, the arch will oscillate about an equilibrium position due to the kinetic energy imparted to the arch by the sudden load. If the suddenly applied load is sufficient large, the

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

http://hdl.handle.net/10453/13062