Please use this identifier to cite or link to this item: https://scholarbank.nus.edu.sg/handle/10635/65180
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dc.titleAssessment of current methods for the design of composite columns in buildings
dc.contributor.authorSaw, H.S.
dc.contributor.authorLiew, J.Y.R.
dc.date.accessioned2014-06-17T08:13:54Z
dc.date.available2014-06-17T08:13:54Z
dc.date.issued2000-01-17
dc.identifier.citationSaw, H.S.,Liew, J.Y.R. (2000-01-17). Assessment of current methods for the design of composite columns in buildings. Journal of Constructional Steel Research 53 (2) : 121-147. ScholarBank@NUS Repository.
dc.identifier.issn0143974X
dc.identifier.urihttp://scholarbank.nus.edu.sg/handle/10635/65180
dc.description.abstractThis paper presents the design assessment of encased I-sections and concrete filled composite columns based on the approaches given in Eurocode 4: Part 1.1, BS 5400: Part 5 and AISC LRFD. This includes studies on the design parameters, comparison of the nominal strength predicted by the three codes and comparison of the predicted strengths with the available test results. In some cases, results obtained from the above three codes may vary considerably. This is because of the different design considerations adopted in these codes. However, the design methods are found to be mostly conservative when compared with the test results. Eurocode 4: Part 1.1 has major factors in its favour in terms of its comprehensiveness and wide scope of application. © 2000 Elsevier Science Ltd.
dc.sourceScopus
dc.subjectBuckling
dc.subjectComposite columns
dc.subjectConcrete filled
dc.subjectEncase section
dc.subjectLimit states
dc.subjectSteel-concrete composite
dc.typeArticle
dc.contributor.departmentCIVIL ENGINEERING
dc.description.sourcetitleJournal of Constructional Steel Research
dc.description.volume53
dc.description.issue2
dc.description.page121-147
dc.identifier.isiutNOT_IN_WOS
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