Axial buckling load of partially encased columns under fire – new formulae
Fire resistance of partially encased columns (HEB and IPE) depends on the temperature evolution during fire exposure. This paper aims to assess de effect of the balanced summation model into the design of the axial buckling load of partially encased columns under fire, according to EN 1994-1-2. New...
| Autor principal: | |
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| Outros Autores: | , , |
| Formato: | conferenceObject |
| Idioma: | eng |
| Publicado em: |
2018
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| Texto completo: | http://hdl.handle.net/10198/16840 |
| País: | Portugal |
| Oai: | oai:bibliotecadigital.ipb.pt:10198/16840 |