Energy Approach For Dynamic Buckling Of An Undamped Arch Model Under Step Loading With Infinite Duration

Pi, Y; Bradford, MA; Liang, S

Energy Approach For Dynamic Buckling Of An Undamped Arch Model Under Step Loading With Infinite Duration

Pi, Y Bradford, MA Liang, S

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Publisher:: World Scientific Publ Co Pte Ltd
Publication Type:: Journal Article
Citation:: International Journal of Structural Stability and Dynamics, 2010, 10 (3), pp. 411 - 439
Issue Date:: 2010-01

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Field	Value	Language
dc.contributor.author	Pi, Y	en_US
dc.contributor.author	Bradford, MA	en_US
dc.contributor.author	Liang, S	en_US
dc.date.issued	2010-01	en_US
dc.identifier.citation	International Journal of Structural Stability and Dynamics, 2010, 10 (3), pp. 411 - 439	en_US
dc.identifier.issn	0219-4554	en_US
dc.identifier.uri	http://hdl.handle.net/10453/13618
dc.description.abstract	Performing a dynamic buckling analysis of structures is more difficult than carrying out its static buckling analysis counterpart. Some structures have a nonlinear primary equilibrium path including limit points and an unstable equilibrium path. They may	en_US
dc.publisher	World Scientific Publ Co Pte Ltd	en_US
dc.relation.ispartof	International Journal of Structural Stability and Dynamics	en_US
dc.relation.isbasedon	10.1142/S0219455410003555	en_US
dc.title	Energy Approach For Dynamic Buckling Of An Undamped Arch Model Under Step Loading With Infinite Duration	en_US
dc.type	Journal Article
utslib.citation.volume	3	en_US
utslib.citation.volume	10	en_US
utslib.location.activity	ISI:000278827900003	en_US
utslib.for	0913 Mechanical Engineering	en_US
utslib.for	0905 Civil Engineering	en_US
dc.location.activity	ISI:000278827900003	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	3	en_US
pubs.volume	10	en_US

Abstract:

Performing a dynamic buckling analysis of structures is more difficult than carrying out its static buckling analysis counterpart. Some structures have a nonlinear primary equilibrium path including limit points and an unstable equilibrium path. They may

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http://hdl.handle.net/10453/13618