The lateral torsional buckling of open thin-walled beams
This thesis is concerned with the development of a stiffness matrix for the study of a large range of stability problems for beams of arbitrary, open, thin-walled cross sections. This is done by first developing, using a consistent set of common engineering assumptions, a non-linear relation betwee...
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| Language: | English |
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University of British Columbia
2011
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| Online Access: | http://hdl.handle.net/2429/32524 |