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On the dynamics of Rayleigh beams resting on fractional-order viscoelastic Pasternak foundations subjected to moving loads
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文摘
Response of a Rayleigh beam resting on Fractional-order Viscoelastic Pasternak Foundations. Amplitude of vibration on bridge subjected to series of uniform moving loads. The order of the derivative influence consequently the resonant amplitude. Proper selection of the shear layer of the foundation contributed to suppress of chaos in the system.

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