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Table 1 Numerical comparison between different motion smoothing algorithms for the synthetic camera motion Mean square jitter Mean square acceleration Unsmoothed 314.00 2217.43 Small σ p 11.58 21.79 Large σ p 19.24 28.09 Proposed 3.93 10.80.
Also the change in vehicle velocity has a significant effect on the values of Root Mean Square Acceleration Response (RMSAR).
Fourier analysis was applied to determine root mean square acceleration values in the low frequency range from 0.1 to 10 Hz.
The RDO is performed by minimizing the weighted sum of the expected value of the maximum root mean square acceleration of the structure as well its standard deviation.
This geometry is used in defining a composite trajectory which has a mean square acceleration lower than that on the optimal r.m.s.
The filtering effects resulting from the average of the response in time and in space when calculating the root mean square acceleration are also explored, and new design parameters are provided.
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Additionally, the method allows estimation of the mean-square acceleration of the plates which also compare favourably with measurements.
The methodology is applied to an example isolation problem to find a lower bound on the root-mean-square acceleration given the disturbance power spectral density.
The root-mean-square acceleration and the crest factor of the vibrations were also evaluated for eight skidder vehicles by fixing the integration period at 1 minute.
Subsequently, root-mean-square acceleration spectra for secondary systems are constructed so that their sensitivity to the aforementioned design parameters can be assessed.
2204 measured footfall traces from 61 test subjects were used to generate 10 s peak root-mean-square acceleration response spectra, on which a piecewise mathematical representation is based.
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