Please use this identifier to cite or link to this item: https://scholarbank.nus.edu.sg/handle/10635/74129
DC FieldValue
dc.titleDesign formulas for biaxially loaded thin-walled steel box columns
dc.contributor.authorShanmugam, N.E.
dc.contributor.authorLiew, J.Y.Richard
dc.contributor.authorLee, S.L.
dc.date.accessioned2014-06-19T05:49:18Z
dc.date.available2014-06-19T05:49:18Z
dc.date.issued1990
dc.identifier.citationShanmugam, N.E.,Liew, J.Y.Richard,Lee, S.L. (1990). Design formulas for biaxially loaded thin-walled steel box columns. International Specialty Conference on Cold-Formed Steel Structures : 223-239. ScholarBank@NUS Repository.
dc.identifier.urihttp://scholarbank.nus.edu.sg/handle/10635/74129
dc.description.abstractSimplified design equations for predicting the ultimate load capacity of thin-plated steel box columns under combined action of axial stress and biaxial end moments is proposed. These equations allow for local buckling of component plates and different levels of welding residual stresses. Results using the proposed design equations are compared with those computed by numerical procedure for columns having different loading conditions and various column and plate parameters. The limitations of the design equations are discussed and their accuracy is examined. Comparisons between the predicted and experimental results are made.
dc.sourceScopus
dc.typeConference Paper
dc.contributor.departmentCIVIL ENGINEERING
dc.description.sourcetitleInternational Specialty Conference on Cold-Formed Steel Structures
dc.description.page223-239
dc.description.codenISCSE
dc.identifier.isiutNOT_IN_WOS
Appears in Collections:Staff Publications

Show simple item record
Files in This Item:
There are no files associated with this item.

Page view(s)

32
checked on May 22, 2019

Google ScholarTM

Check


Items in DSpace are protected by copyright, with all rights reserved, unless otherwise indicated.