Distortional Lateral Torsional Buckling Analysis for Beams of Wide Flange Cross-sections
Structural steel design standards recognize lateral torsional buckling as a failure mode governing the capacity of long span unsupported beams with wide flange cross-sections. Standard solutions start with the closed form solution of the Vlasov thin-walled beam theory for the case of a simply suppor...
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| Language: | en |
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2013
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| Online Access: | http://hdl.handle.net/10393/24008 |