Second order nonlinear inelastic analysis of composite steel-concrete members. I: Theory

Pi, Y; Bradford, MA; Uy, B

Second order nonlinear inelastic analysis of composite steel-concrete members. I: Theory

Pi, Y Bradford, MA Uy, B

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Publisher:: Asce-Amer Soc Civil Engineers
Publication Type:: Journal Article
Citation:: Journal Of Structural Engineering-Asce, 2006, 132 (5), pp. 751 - 761
Issue Date:: 2006-01

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Field	Value	Language
dc.contributor.author	Pi, Y	en_US
dc.contributor.author	Bradford, MA	en_US
dc.contributor.author	Uy, B	en_US
dc.date.issued	2006-01	en_US
dc.identifier.citation	Journal Of Structural Engineering-Asce, 2006, 132 (5), pp. 751 - 761	en_US
dc.identifier.issn	0733-9445	en_US
dc.identifier.uri	http://hdl.handle.net/10453/13572
dc.description.abstract	A total Lagrangian finite element (FE) model has been formulated for the nonlinear inelastic analysis of both composite beams and columns. An accurate rotation matrix is used in the position vector analysis and nonlinear strain derivations. The slip betw	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(2006)132:5(751	en_US
dc.subject.classification	Civil Engineering	en_US
dc.title	Second order nonlinear inelastic analysis of composite steel-concrete members. I: Theory	en_US
dc.type	Journal Article
utslib.citation.volume	5	en_US
utslib.citation.volume	132	en_US
utslib.location.activity	ISI:000236895800012	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:000236895800012	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	5	en_US
pubs.volume	132	en_US

Abstract:

A total Lagrangian finite element (FE) model has been formulated for the nonlinear inelastic analysis of both composite beams and columns. An accurate rotation matrix is used in the position vector analysis and nonlinear strain derivations. The slip betw

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http://hdl.handle.net/10453/13572