Please use this identifier to cite or link to this item: https://hdl.handle.net/10356/12113
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dc.contributor.authorWu, Gao Jun.en_US
dc.date.accessioned2008-09-25T06:37:29Z-
dc.date.available2008-09-25T06:37:29Z-
dc.date.copyright2001en_US
dc.date.issued2001-
dc.identifier.urihttp://hdl.handle.net/10356/12113-
dc.description.abstractIn this study, shear lag problem of plated structures with arbitrary dimensional geometry is solved by the adaptive finite element analysis procedure provided by the commercial software LUSAS. The adaptive finite element analysis procedure makes it possible to get results with predetermined accuracy with a minimum amount of computational cost.en_US
dc.format.extent173 p.-
dc.language.isoen-
dc.rightsNanyang Technological Universityen_US
dc.subjectDRNTU::Engineering::Civil engineering::Structures and design-
dc.titleShear lag analysis of placed structures by adaptive finite element methoden_US
dc.typeThesisen_US
dc.contributor.supervisorLee, Chi Kingen_US
dc.contributor.schoolSchool of Civil and Structural Engineeringen_US
dc.description.degreeMaster of Engineering (CSE)en_US
item.grantfulltextrestricted-
item.fulltextWith Fulltext-
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