A Modal Reduction Scheme for the Free Vibration of Strings with Inertially Loaded Boundary

In structural engineering, it is essential to minimize computational costs when simulating systems governed by differential equations. Modal reduction techniques are widely employed to achieve this objective without compromising accuracy. These techniques involve excluding higher-order modes that ha...

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Autor principal: Jales, Pedro Menescal
Outros Autores: Salsa Junior, Rubens Gonçalves
Formato: bachelorThesis
Idioma:English
Publicado em: Universidade Federal do Rio Grande do Norte
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Endereço do item:https://repositorio.ufrn.br/handle/123456789/55908
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