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dc.contributor.authorGoode, C.D.*
dc.contributor.authorLam, Dennis*
dc.date.accessioned2014-04-25T12:38:09Z
dc.date.available2014-04-25T12:38:09Z
dc.date.issued2011
dc.identifier.citationGoode, D. and Lam, D. (2011). Concrete Filled Steel Tube Columns ¿ Test compared with Eurocode4. Composite Construction in Steel and Concrete VI, Proceedings. American Society of Civil Engineers. pp. 317 ¿ 325.en_US
dc.identifier.urihttp://hdl.handle.net/10454/5921
dc.description.abstractThis paper summarises the data from 1819 tests on concrete-filled steel tube columns and compares their failure load with the prediction of Eurocode 4. The full data is given on the website http://web.ukonline.co.uk/asccs2 . The comparison with Eurocode 4 is discussed and shows that Eurocode 4 can be used with confidence and generally gives good agreement with test results, the average Test/EC4 ratio for all tests being 1.11. The Eurocode 4 limitations on concrete strength could be safely extended to concrete with a cylinder strength of 75 N/mm2 for circular sections and 60 N/mm2 for rectangular sections.en_US
dc.language.isoenen_US
dc.subjectColumnsen_US
dc.subjectTubesen_US
dc.subjectFailure loadsen_US
dc.subjectPredictionsen_US
dc.subjectConcrete-filleden_US
dc.subjectSteel tube columnsen_US
dc.subjectEurocode 4en_US
dc.titleConcrete-Filled Steel Tube Columns-Tests Compared with Eurocode 4en_US
dc.status.refereednaen_US
dc.typeConference paperen_US
dc.type.versionpublished version paperen_US
dc.identifier.doihttps://doi.org/10.1061/41142(396)26


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