Evaluation of the elastic critical load of tapered columns with circular or square hollow sections
This paper presents a method of evaluation of the elastic critical load of tapered members with circular and square cross-sections, under simple compression. The cross-sections of these members may be full solid or hollow, with constant wall thickness, and their external dimensions linearly vary bet...
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| Formato: | conferenceObject |
| Idioma: | eng |
| Publicado em: |
2010
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| Texto completo: | http://repositorio.lnec.pt:8080/jspui/handle/123456789/1001047 |
| País: | Portugal |
| Oai: | oai:localhost:123456789/1001047 |