The Lateral Buckling of Simply Supported Unrestrained Bisymetric I-Shape Beams
The analytical approach is used for checking the stability of laterally unrestrained bisymmetric beams. The stability equations for simply supported beams are solved approximately using the Bubnov-Galerkin method [4]. The lateral buckling moment depends on bending distribution and on the load height...
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| Format: | Article |
| Language: | English |
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Polish Academy of Sciences
2015-12-01
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| Series: | Archives of Civil Engineering |
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| Online Access: | http://www.degruyter.com/view/j/ace.2015.61.issue-4/ace-2015-0040/ace-2015-0040.xml?format=INT |