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Conference Paper: Shift of the effective centroid of channel columns

TitleShift of the effective centroid of channel columns
Authors
Young, BRasmussen, KJR
Issue Date1998
Citation
International Specialty Conference On Cold-Formed Steel Structures: Recent Research And Developments In Cold-Formed Steel Design And Construction, 1998, p. 265-287 How to Cite?
AbstractAn approach to predict the direction and magnitude of the shift of the effective centroid of the cold formed steel structures was discussed. The shift of the effective centroid as predicted by the current design rules was shown to be accurate for plain channels but inaccurate for lipped channel with slender flanges. It was observed that the current design strength curve for lipped channel with slender flanges increased with increasing effective length. It was emphasized that in the design of pin-ended channel columns, it is necessary to account for the shift of the effective centroid caused by local buckling.
Persistent Identifierhttp://hdl.handle.net/10722/152136
References
References in Scopus

 

DC FieldValueLanguage
dc.contributor.authorYoung, Ben_US
dc.contributor.authorRasmussen, KJRen_US
dc.date.accessioned2012-06-26T06:35:29Z-
dc.date.available2012-06-26T06:35:29Z-
dc.date.issued1998en_US
dc.identifier.citationInternational Specialty Conference On Cold-Formed Steel Structures: Recent Research And Developments In Cold-Formed Steel Design And Construction, 1998, p. 265-287en_US
dc.identifier.urihttp://hdl.handle.net/10722/152136-
dc.description.abstractAn approach to predict the direction and magnitude of the shift of the effective centroid of the cold formed steel structures was discussed. The shift of the effective centroid as predicted by the current design rules was shown to be accurate for plain channels but inaccurate for lipped channel with slender flanges. It was observed that the current design strength curve for lipped channel with slender flanges increased with increasing effective length. It was emphasized that in the design of pin-ended channel columns, it is necessary to account for the shift of the effective centroid caused by local buckling.en_US
dc.languageengen_US
dc.relation.ispartofInternational Specialty Conference on Cold-Formed Steel Structures: Recent Research and Developments in Cold-Formed Steel Design and Constructionen_US
dc.titleShift of the effective centroid of channel columnsen_US
dc.typeConference_Paperen_US
dc.identifier.emailYoung, B:young@hku.hken_US
dc.identifier.authorityYoung, B=rp00208en_US
dc.description.naturelink_to_subscribed_fulltexten_US
dc.identifier.scopuseid_2-s2.0-3042606249en_US
dc.relation.referenceshttp://www.scopus.com/mlt/select.url?eid=2-s2.0-3042606249&selection=ref&src=s&origin=recordpageen_US
dc.identifier.spage265en_US
dc.identifier.epage287en_US
dc.identifier.scopusauthoridYoung, B=7402192398en_US
dc.identifier.scopusauthoridRasmussen, KJR=7402496265en_US

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