Please use this identifier to cite or link to this item: https://hdl.handle.net/10356/12009
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dc.contributor.authorThong, Sopha.en_US
dc.date.accessioned2008-09-25T06:34:43Z-
dc.date.available2008-09-25T06:34:43Z-
dc.date.copyright2004en_US
dc.date.issued2004-
dc.identifier.urihttp://hdl.handle.net/10356/12009-
dc.description.abstractThe objectives of the present study were specifically to improve the current CIDECT Design Guide recommendations for overlap SHS K-joints which cover only brace failure mode.en_US
dc.format.extent191 p.-
dc.language.isoen-
dc.rightsNanyang Technological Universityen_US
dc.subjectDRNTU::Engineering::Civil engineering::Structures and design-
dc.titleStrength of overlap square hollow section K-joints based on chord face failureen_US
dc.typeThesisen_US
dc.contributor.supervisorChiew, Sing Pingen_US
dc.contributor.schoolSchool of Civil and Environmental Engineeringen_US
dc.description.degreeMaster of Engineering (CEE)en_US
item.fulltextWith Fulltext-
item.grantfulltextrestricted-
Appears in Collections:CEE Theses
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