Geometric and material nonlinear analyses of elastically restrained arches

Pi, Y; Bradford, MA; Tin-loi, E; Gilbert, RI

Geometric and material nonlinear analyses of elastically restrained arches

Pi, Y Bradford, MA Tin-loi, E Gilbert, RI

Permalink

Publisher:: Elsevier Sci Ltd
Publication Type:: Journal Article
Citation:: Engineering Structures, 2007, 29 (3), pp. 283 - 295
Issue Date:: 2007-01

Closed Access

	Filename	Description	Size
	2009008046OK.pdf		965.83 kB	Adobe PDF	View/Open

Copyright Clearance Process

Recently Added
In Progress
Closed Access

This item is closed access and not available.

Full metadata record

Field	Value	Language
dc.contributor.author	Pi, Y	en_US
dc.contributor.author	Bradford, MA	en_US
dc.contributor.author	Tin-loi, E	en_US
dc.contributor.author	Gilbert, RI	en_US
dc.date.issued	2007-01	en_US
dc.identifier.citation	Engineering Structures, 2007, 29 (3), pp. 283 - 295	en_US
dc.identifier.issn	0141-0296	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	en_US
dc.publisher	Elsevier Sci Ltd	en_US
dc.relation.ispartof	Engineering Structures	en_US
dc.relation.isbasedon	10.1016/j.engstruct.2006.01.016	en_US
dc.subject.classification	Civil Engineering	en_US
dc.title	Geometric and material nonlinear analyses of elastically restrained arches	en_US
dc.type	Journal Article
utslib.citation.volume	3	en_US
utslib.citation.volume	29	en_US
utslib.location.activity	ISI:000244494100001	en_US
utslib.for	0905 Civil Engineering	en_US
utslib.for	0912 Materials Engineering	en_US
utslib.for	0915 Interdisciplinary Engineering	en_US
dc.location.activity	ISI:000244494100001	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	en_US
pubs.volume	29	en_US

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

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

http://hdl.handle.net/10453/13639