Buckling and Second-Order Effects in Dual Shear-Flexural Systems

Tong, G; Pi, Y; Bradford, MA; Tin-loi, F

Buckling and Second-Order Effects in Dual Shear-Flexural Systems

Tong, G Pi, Y Bradford, MA Tin-loi, F

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Publisher:: Asce-Amer Soc Civil Engineers
Publication Type:: Journal Article
Citation:: Journal Of Structural Engineering-Asce, 2008, 134 (11), pp. 1726 - 1732
Issue Date:: 2008-01

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Field	Value	Language
dc.contributor.author	Tong, G	en_US
dc.contributor.author	Pi, Y	en_US
dc.contributor.author	Bradford, MA	en_US
dc.contributor.author	Tin-loi, F	en_US
dc.date.issued	2008-01	en_US
dc.identifier.citation	Journal Of Structural Engineering-Asce, 2008, 134 (11), pp. 1726 - 1732	en_US
dc.identifier.issn	0733-9445	en_US
dc.identifier.uri	http://hdl.handle.net/10453/13688
dc.description.abstract	Dual systems consisting of two shear-flexural structures are often used in high-rise buildings. This paper presents a second-order analysis of such dual systems, in which closed-form solutions are derived for the lateral flexural and shear displacements,	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(2008)134:11(1726	en_US
dc.subject.classification	Civil Engineering	en_US
dc.title	Buckling and Second-Order Effects in Dual Shear-Flexural Systems	en_US
dc.type	Journal Article
utslib.citation.volume	11	en_US
utslib.citation.volume	134	en_US
utslib.location.activity	ISI:000260123100005	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:000260123100005	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	11	en_US
pubs.volume	134	en_US

Abstract:

Dual systems consisting of two shear-flexural structures are often used in high-rise buildings. This paper presents a second-order analysis of such dual systems, in which closed-form solutions are derived for the lateral flexural and shear displacements,

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

http://hdl.handle.net/10453/13688