Elastic buckling solutions for thin-walled metal columns with perforation patterns
Presented are approximate finite strip methods for use in predicting elastic buckling strength of cold-formed steel columns. These methods were developed by examining elemental behavior of cross-sections in eigen-buckling analyses and validated using a large database of finite element rack-type colu...
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Virginia Tech
2013
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| Online Access: | http://hdl.handle.net/10919/23680 |