Elastic design of tapered beam-columns subjected to concentrated axial and transversal loads
Tapered members are an efficient solution for steel beams, allowing an adjustment of the cross-sections resistance to the applied loads. However, while the critical cross-section of uniform beams is always the one subjected to the most unfavourable load combination, it is not the case with tapered b...
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| Formato: | conferenceObject |
| Idioma: | eng |
| Publicado em: |
2010
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| Texto completo: | http://repositorio.lnec.pt:8080/jspui/handle/123456789/1000676 |
| País: | Portugal |
| Oai: | oai:localhost:123456789/1000676 |