A parametric analytical model for non-linear dynamics in cable stayed beam.
The governing equations for dynamic transverse motion of a cable stayed beam are obtained by means of a classical variational formulation. The analytical model permits a parametric investigation of linear and non-linear behaviour in a family of cable stayed beam systems. Analytical eigensolutions of...
| Publicado en: | Earthquake engineering & structural dynamics. 31, 6 (2002). |
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| Autor principal: | |
| Formato: | Artículo |
| Lenguaje: | English |
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