Numerical modelling of steel beam-columns in case of fire - Comparisons with Eurocode 3
This paper presents a numerical study of the behaviour of steel I-beams subjected to fire and a combination of axial force and bending moments. A geometrical and material non-linear finite element program, specially established in Liege for the analysis of structures submitted to fire, has been used...
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| Outros Autores: | , , |
| Formato: | article |
| Idioma: | eng |
| Publicado em: |
2010
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| Assuntos: | |
| Texto completo: | http://hdl.handle.net/10198/2143 |
| País: | Portugal |
| Oai: | oai:bibliotecadigital.ipb.pt:10198/2143 |