Out-of-plane strength design of fixed steel I-section arches

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dc.contributor.author Pi, Yong Lin en_US
dc.contributor.author Bradford, Mark en_US
dc.contributor.editor en_US
dc.date.accessioned 2011-02-07T06:23:01Z
dc.date.available 2011-02-07T06:23:01Z
dc.date.issued 2005 en_US
dc.identifier 2009008052 en_US
dc.identifier.citation Pi Yong Lin and Bradford Mark 2005, 'Out-of-plane strength design of fixed steel I-section arches', Asce-Amer Soc Civil Engineers, vol. 131, no. 4, pp. 560-568. en_US
dc.identifier.issn 0733-9445 en_US
dc.identifier.other C1UNSUBMIT en_US
dc.identifier.uri http://hdl.handle.net/10453/13589
dc.description.abstract The out-of-plane elastic and inelastic flexural-torsional buckling behavior and strength of fixed steel arches are studied in this paper using an advanced finite element model for the three-dimensional nonlinear analysis. The initial out-of-plane geometr en_US
dc.language en_US
dc.publisher Asce-Amer Soc Civil Engineers en_US
dc.relation.isbasedon http://dx.doi.org/10.1061/(ASCE)0733-9445(2005)131:4(560) en_US
dc.title Out-of-plane strength design of fixed steel I-section arches en_US
dc.parent Journal Of Structural Engineering-Asce en_US
dc.journal.volume 131 en_US
dc.journal.number 4 en_US
dc.publocation Reston en_US
dc.identifier.startpage 560 en_US
dc.identifier.endpage 568 en_US
dc.cauo.name FEIT.Faculty of Engineering & Information Technology en_US
dc.conference Verified OK en_US
dc.for 090506 en_US
dc.personcode 109931 en_US
dc.personcode 109670 en_US
dc.percentage 100 en_US
dc.classification.name Structural 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:000227731900005 en_US
dc.description.keywords Arches; Buckling; Design; Inelastic action; Steel; Strength; Three-dimensional analysis; Bending en_US

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