Geometric and material nonlinear analyses of elastically restrained arches

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dc.contributor.author Pi, Y
dc.contributor.author Bradford, MA
dc.contributor.author Tin-loi, E
dc.contributor.author Gilbert, RI
dc.date.accessioned 2011-02-07T06:23:25Z
dc.date.issued 2007-01
dc.identifier.citation Engineering Structures, 2007, 29 (3), pp. 283 - 295
dc.identifier.issn 0141-0296
dc.identifier.other C1UNSUBMIT en_US
dc.identifier.uri http://hdl.handle.net/10453/13639
dc.description.abstract An arch is often connected with other structural members and may be supported by elastic foundations that provide elastic-like restraints to the arch. These elastic restraints participate in the structural response of the arch, and may significantly infl
dc.publisher Elsevier Sci Ltd
dc.relation.isbasedon 10.1016/j.engstruct.2006.01.016
dc.subject Arches, Curved-beam, Elastic restraints, Elasto-plastic, Finite element, Geometric and material nonlinearity, Civil Engineering
dc.subject Arches; Curved-beam; Elastic restraints; Elasto-plastic; Finite element; Geometric and material nonlinearity; Civil Engineering
dc.title Geometric and material nonlinear analyses of elastically restrained arches
dc.type Journal Article
dc.parent Engineering Structures
dc.journal.volume 3
dc.journal.volume 29
dc.journal.number 3 en_US
dc.publocation Oxford en_US
dc.identifier.startpage 283 en_US
dc.identifier.endpage 295 en_US
dc.cauo.name FEIT.Faculty of Engineering & Information Technology en_US
dc.conference Verified OK en_US
dc.for 0905 Civil Engineering
dc.personcode 109931 en_US
dc.personcode 109670 en_US
dc.personcode 0000064180 en_US
dc.personcode 0000020795 en_US
dc.percentage 100 en_US
dc.classification.name Civil Engineering en_US
dc.classification.type FOR-08 en_US
dc.edition en_US
dc.custom en_US
dc.date.activity en_US
dc.location.activity ISI:000244494100001 en_US
dc.location.activity ISI:000244494100001
dc.location.activity ISI:000244494100001
dc.location.activity ISI:000244494100001
dc.description.keywords Arches; Curved-beam; Elastic restraints; Elasto-plastic; Finite element; Geometric and material nonlinearity en_US
dc.description.keywords Arches
dc.description.keywords Arches
dc.description.keywords Curved-beam
dc.description.keywords Curved-beam
dc.description.keywords Elastic restraints
dc.description.keywords Elastic restraints
dc.description.keywords Elasto-plastic
dc.description.keywords Elasto-plastic
dc.description.keywords Finite element
dc.description.keywords Finite element
dc.description.keywords Geometric and material nonlinearity
dc.description.keywords Geometric and material nonlinearity
dc.description.keywords Arches
dc.description.keywords Curved-beam
dc.description.keywords Elastic restraints
dc.description.keywords Elasto-plastic
dc.description.keywords Finite element
dc.description.keywords Geometric and material nonlinearity
pubs.embargo.period Not known
pubs.organisational-group /University of Technology Sydney
pubs.organisational-group /University of Technology Sydney/Faculty of Engineering and Information Technology


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