Please use this identifier to cite or link to this item: https://scholarbank.nus.edu.sg/handle/10635/65103
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dc.titleAdvanced inelastic analysis of frame structures
dc.contributor.authorLiew, J.Y.R.
dc.contributor.authorChen, W.F.
dc.contributor.authorChen, H.
dc.date.accessioned2014-06-17T08:13:03Z
dc.date.available2014-06-17T08:13:03Z
dc.date.issued2000-07
dc.identifier.citationLiew, J.Y.R.,Chen, W.F.,Chen, H. (2000-07). Advanced inelastic analysis of frame structures. Journal of Constructional Steel Research 55 (1-3) : 245-265. ScholarBank@NUS Repository.
dc.identifier.issn0143974X
dc.identifier.urihttp://scholarbank.nus.edu.sg/handle/10635/65103
dc.description.abstractThis paper provides a state-of-the-art summary of recent advances in inelastic analysis of space frame structures. Particular attentions are devoted to inelastic modelling of framework components for accurate representation of frame behaviour and the applications of plastic hinge analysis for large-scale framework. Issues related to inelastic buckling and post-buckling unloading of struts, modelling of gradual yielding in steel beam-columns, inelastic modelling of composite floor beams subject to sagging and hogging moments, modelling of building core walls and semi-rigid beam-to-column connections in three-dimensional frameworks are discussed. Numerical examples are provided to illustrate the acceptability of the use of the inelastic models in predicting the ultimate strength and inelastic behaviour of spatial frameworks. © 2000 Elsevier Science Ltd.
dc.sourceScopus
dc.subjectAdvanced analysis
dc.subjectBeam-column
dc.subjectConnection model
dc.subjectInelastic analysis
dc.subjectLimit-state design
dc.subjectNonlinear analysis
dc.subjectPlastic hinge
dc.subjectSemi-rigid connection
dc.subjectThin-walled element
dc.typeArticle
dc.contributor.departmentCIVIL ENGINEERING
dc.description.sourcetitleJournal of Constructional Steel Research
dc.description.volume55
dc.description.issue1-3
dc.description.page245-265
dc.identifier.isiutNOT_IN_WOS
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