Effect of Winkler Elastic Foundation on Free Vibration of Tapered Beam Based on Non-Local Elasticity Theory

In this paper, the influence of Winkler type elastic foundation on the free vibration behavior of non-local Euler-Bernoulli beam with varying cross-section is semi-analytically investigated. For this purpose, the governing equation of motion is derived based on nonlocal elasticity Eringen’s model an...

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Autores principales: Masoumeh Soltani, Masooma Mohammadi, Behrouz Asgarian
Formato: article
Lenguaje:FA
Publicado: Iranian Society of Structrual Engineering (ISSE) 2021
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Acceso en línea:https://doaj.org/article/857a5abe10e34436bf697ce74f84117a
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