Partially encased columns: strenght and stiffness effect on the buckling resistance under fire
Partially encased columns are made of composite steel and concrete between flanges. The temperature field and time evolution in each material is required to determine the fire resistance. The annex G of the Eurocode 4 part 1- 2, presents a simplified calculation method, using the balanced summation...
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| Outros Autores: | , |
| Formato: | conferenceObject |
| Idioma: | eng |
| Publicado em: |
2020
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| Assuntos: | |
| Texto completo: | http://hdl.handle.net/10198/21698 |
| País: | Portugal |
| Oai: | oai:bibliotecadigital.ipb.pt:10198/21698 |