Lateral-torsional buckling of unrestrained steel beams under fire conditions: improvement of EC3 proposal
The final draft of the EN version of part 1.1 of Eurocode 3 has introduced significant changes in the evaluation of the lateral-torsional buckling resistance of unrestrained beams at room temperature that reduce the over-conservative approach of ENV 1993-1-1 in the case of non-uniform bending. Numer...
| Autor principal: | |
|---|---|
| Outros Autores: | , , |
| Formato: | article |
| Idioma: | eng |
| Publicado em: |
1000
|
| Assuntos: | |
| Texto completo: | http://hdl.handle.net/10773/5600 |
| País: | Portugal |
| Oai: | oai:ria.ua.pt:10773/5600 |