Second order nonlinear inelastic analysis of composite steel-concrete members. II: Applications

Pi, Y; Bradford, MA; Uy, B

Second order nonlinear inelastic analysis of composite steel-concrete members. II: Applications

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. 762 - 771
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. 762 - 771	en_US
dc.identifier.issn	0733-9445	en_US
dc.identifier.uri	http://hdl.handle.net/10453/13562
dc.description.abstract	In the companion paper, a total Lagrangian finite element (FE) model was formulated for the second order nonlinear inelastic analysis of steel-concrete composite members. This paper describes the implementation of the incremental-iterative procedure for	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(762	en_US
dc.subject.classification	Civil Engineering	en_US
dc.title	Second order nonlinear inelastic analysis of composite steel-concrete members. II: Applications	en_US
dc.type	Journal Article
utslib.citation.volume	5	en_US
utslib.citation.volume	132	en_US
utslib.location.activity	ISI:000236895800013	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:000236895800013	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:

In the companion paper, a total Lagrangian finite element (FE) model was formulated for the second order nonlinear inelastic analysis of steel-concrete composite members. This paper describes the implementation of the incremental-iterative procedure for

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http://hdl.handle.net/10453/13562