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Please use this identifier to cite or link to this item: https://doi.org/10.1016/j.jcsr.2003.08.011
DC FieldValue
dc.titleComposite joints subject to reversal of loading-Part 2: Analytical assessments
dc.contributor.authorLiew, J.Y.R.
dc.contributor.authorTeo, T.H.
dc.contributor.authorShanmugam, N.E.
dc.date.accessioned2014-06-17T08:15:32Z
dc.date.available2014-06-17T08:15:32Z
dc.date.issued2004-02
dc.identifier.citationLiew, J.Y.R., Teo, T.H., Shanmugam, N.E. (2004-02). Composite joints subject to reversal of loading-Part 2: Analytical assessments. Journal of Constructional Steel Research 60 (2) : 247-268. ScholarBank@NUS Repository. https://doi.org/10.1016/j.jcsr.2003.08.011
dc.identifier.issn0143974X
dc.identifier.urihttp://scholarbank.nus.edu.sg/handle/10635/65324
dc.description.abstractThe experimental results of composite beam-to-column joints subject to reversal of moments have been reported in the companion paper [J. Construct. Steel Res. 2003 Doi: 10.1016/j.jcsr.2003.08.010]. This paper presents the analytical assessment of moment capacity and initial rotational stiffness of the beam-to-column joints. The predicted results are compared with those obtained from the tests. The component method extracts from Eurocodes 3 and 4 and its companion document was used to determine the negative moment capacity and initial rotational stiffness. Based on the same principles, the method was extended to calculate the properties of joints subjected to positive moment. Comparison of results shows reasonable correlation except, however, the Eurocode method is found to overestimate the rotational stiffness of joint specimens subjected to negative moment. © 2003 Elsevier Ltd. All rights reserved.
dc.description.urihttp://libproxy1.nus.edu.sg/login?url=http://dx.doi.org/10.1016/j.jcsr.2003.08.011
dc.sourceScopus
dc.subjectComponent method
dc.subjectComposite joint
dc.subjectInitial rotational stiffness
dc.subjectJoint capacity
dc.subjectJoint design
dc.subjectMoment rotational curves
dc.typeArticle
dc.contributor.departmentCIVIL ENGINEERING
dc.description.doi10.1016/j.jcsr.2003.08.011
dc.description.sourcetitleJournal of Constructional Steel Research
dc.description.volume60
dc.description.issue2
dc.description.page247-268
dc.identifier.isiut000186956100006
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