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- W2170800823 abstract "The complex modal analysis is developed to study the transverse vibration of Timoshenko beams resting on viscoelastic Pasternak foundation. Complex frequency equations and modal function expressions are obtained for pinned-pinned ends. In numerical examples, the characteristics of natural frequencies and decrement coefficients of Timoshenko beams are compared with Euler-Bernoulli beams. The numerical results show that with increase in the length, the natural frequencies of Timoshenko beams are slightly less than Euler-Bernoulli beams, and the decrement coefficients of Timoshenko beams are not constant as that of Euler-Bernoulli beams." @default.
- W2170800823 created "2016-06-24" @default.
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- W2170800823 date "2014-04-01" @default.
- W2170800823 modified "2023-09-28" @default.
- W2170800823 title "Transverse Free Vibration of Timoshenko Beams Resting on Viscoelastic Foundations" @default.
- W2170800823 doi "https://doi.org/10.4028/www.scientific.net/amr.919-921.275" @default.
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