2017
DOI: 10.1016/j.jsv.2016.10.007
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Investigating the sources of variability in the dynamic response of built-up structures through a linear analytical model

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Cited by 5 publications
(9 citation statements)
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“…The effect of the uncertainty in the damping and the stiffness of the mount on the dynamic response is not the same. 18 To distinguish their separate effects, the Monte Carlo simulation is repeated whilst the uncertainty only in stiffness is considered and the damping ratio kept constant. The uncertainty in the damping is then investigated whilst the average stiffness is used as the constant stiffness value of the mount.…”
Section: Resultsmentioning
confidence: 99%
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“…The effect of the uncertainty in the damping and the stiffness of the mount on the dynamic response is not the same. 18 To distinguish their separate effects, the Monte Carlo simulation is repeated whilst the uncertainty only in stiffness is considered and the damping ratio kept constant. The uncertainty in the damping is then investigated whilst the average stiffness is used as the constant stiffness value of the mount.…”
Section: Resultsmentioning
confidence: 99%
“…Thus, it is possible to make the vibration transfer function less sensitive to variation in the properties of the mount by increasing or decreasing the mount stiffness to move it out of this sensitive range of stiffness values. For more detail on the effect of mount stiffness on the variability of vibration transfer functions, an interested reader can refer to Abolfathi et al 18…”
Section: Resultsmentioning
confidence: 99%
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