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Reviewing the literature reveals that in all previous research works related to the damped vibration analysis of nanoplates, the material damping of nanoplates has been represented by Kelvin-Voigt model without any reasonable justification.
The material damping of the facings is also included in the analysis.
Material damping of the dry used rock material was taken as 5% based on the resonant column tests conducted by Bolton and Wilson [5].
The coefficient of material damping of the soil Csoil is obtained as follows: C soil = 2 h max 1 − k / k 0 k / m 0.5.
Numerical results are presented for the case of combinations of concrete plates and the effects of varying the material damping of the plates and edge damping are investigated.
Other factors that contribute to the discrepancy between the frequency values in Table 4 are the deformation-amplitude dependency, strain-history dependency (Diercks et al. 2016) and material damping of rubber as well as the boundary conditions and the slippage of the sheeting between the flanges of the tensioning device.
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The free vibration and the effect of material damping on damping factors are analyzed.
A study of the effect of viscoelastic material damping on the dynamic response of multibody systems, consisting of interconnected rigid, elastic and viscoelastic components, is presented.
In order to investigate more precisely the effect of material damping on the non-linear free vibration of moving belts, the standard linear solid model containing three elements is used to represent the belt material property.
The effect of material damping on dynamic stress response is also studied.
The results demonstrate that as the number of stories increases, the effects of soil material damping on the responses become more pronounced.
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