Buckling of elastically restrained cantilever wall with free edge stiffening
The issue of the stability loss in a compressed wall of a thin-walled member with an open cross section was reduced to the buckling analysis of the cantilever wall. The wall was unilaterally elastically restrained against rotation. The stiffening of the free edge of the wall was susceptible to defl...
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| Format: | Article |
| Language: | English |
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Lublin University of Technology
2014-09-01
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| Series: | Budownictwo i Architektura |
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| Online Access: | https://ph.pollub.pl/index.php/bia/article/view/1832 |