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

Pi, Y; Bradford, MA

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

Pi, Y Bradford, MA

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Publisher:: Asce-Amer Soc Civil Engineers
Publication Type:: Journal Article
Citation:: Journal Of Structural Engineering-Asce, 2005, 131 (4), pp. 560 - 568
Issue Date:: 2005-01

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Field	Value	Language
dc.contributor.author	Pi, Y	en_US
dc.contributor.author	Bradford, MA	en_US
dc.date.issued	2005-01	en_US
dc.identifier.citation	Journal Of Structural Engineering-Asce, 2005, 131 (4), pp. 560 - 568	en_US
dc.identifier.issn	0733-9445	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.publisher	Asce-Amer Soc Civil Engineers	en_US
dc.relation.ispartof	Journal Of Structural Engineering-Asce	en_US
dc.relation.isbasedon	10.1061/(ASCE)0733-9445(2005)131:4(560	en_US
dc.subject.classification	Civil Engineering	en_US
dc.title	Out-of-plane strength design of fixed steel I-section arches	en_US
dc.type	Journal Article
utslib.citation.volume	4	en_US
utslib.citation.volume	131	en_US
utslib.location.activity	ISI:000227731900005	en_US
utslib.for	090506 Structural Engineering	en_US
utslib.for	0905 Civil Engineering	en_US
utslib.for	0912 Materials Engineering	en_US
utslib.for	0913 Mechanical Engineering	en_US
dc.location.activity	ISI:000227731900005	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	4	en_US
pubs.volume	131	en_US

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

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

http://hdl.handle.net/10453/13589