Please use this identifier to cite or link to this item: https://hdl.handle.net/10356/12143
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dc.contributor.authorYan, Jintangen_US
dc.date.accessioned2008-09-25T06:38:26Z
dc.date.available2008-09-25T06:38:26Z
dc.date.copyright2002en_US
dc.date.issued2002
dc.identifier.urihttp://hdl.handle.net/10356/12143
dc.description.abstractThis thesis presents experimental and numerical investigations of fixed-ended cold-formed steel channel columns with complex-stiffeners. The complex stiffeners of the sections consist of simple lips with return lips. The channels are considered as thin-walled structural members. A series of channel columns with complex stiffeners having four different cross-section size were tested over a range of column lengths.en_US
dc.format.extent236 p.
dc.language.isoen
dc.rightsNanyang Technological Universityen_US
dc.subjectDRNTU::Engineering::Civil engineering::Structures and design
dc.titleBehaviour of fixed-ended thin-walled steel channel columns with complex stiffenersen_US
dc.typeThesisen_US
dc.contributor.supervisorYoung, Benen_US
dc.contributor.schoolSchool of Civil and Environmental Engineeringen_US
dc.description.degreeMaster of Engineering (CEE)en_US
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