New proposals for the design of steel beam-columns in case of fire, including a new approach for the lateral-torsional buckling
The possibility of having, in parts 1-1 and 1-2 of Eurocode 3, the same approach for the design of beam-columns and for lateral–torsional buckling, was investigated by the authors in previous papers using a numerical approach, where it was concluded that those assumptions could be made. In the prese...
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| Outros Autores: | , , |
| Formato: | article |
| Idioma: | eng |
| Publicado em: |
2004
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| Assuntos: | |
| Texto completo: | http://hdl.handle.net/10773/5608 |
| País: | Portugal |
| Oai: | oai:ria.ua.pt:10773/5608 |