Geometrical nonlinearities on the static analysis of highly flexible steel cable-stayed bridges
An evaluation of the importance of geometrically nonlinear effects on the structural static analysis of steel cable-stayed bridges is presented. A finite element model is analyzed using linear, pseudo-linear and nonlinear methods. The pseudo-linear approach is based on the modified elastic modulus....
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| Outros Autores: | , |
| Formato: | article |
| Idioma: | eng |
| Publicado em: |
2006
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| Assuntos: | |
| Texto completo: | http://hdl.handle.net/10316/3967 |
| País: | Portugal |
| Oai: | oai:estudogeral.sib.uc.pt:10316/3967 |