Numerical analysis of lateral torsional buckling of steel i-beams with and without web-openings under fire
During the last decade, there has been great concern about fire applied loading effect on structural steel frames and their elements, especially when instability phenomenon arises due to high temperatures [1].The objective of this paper is to study the fire behaviour of I-beam steel simply supported...
| Autor principal: | |
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| Outros Autores: | , , |
| Formato: | conferenceObject |
| Idioma: | eng |
| Publicado em: |
2020
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| Assuntos: | |
| Texto completo: | http://hdl.handle.net/10198/21520 |
| País: | Portugal |
| Oai: | oai:bibliotecadigital.ipb.pt:10198/21520 |