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Since distances between consecutive trace points and the link's length are not homogeneous, we introduced a new concept named tolerance link (see Fig. 7).
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(ii Mean value and standard deviation of the difference magnitude between consecutive analysis points.
The RR interval time series was obtained by taking the time difference between consecutive R points.
One of these parameters is the average distance between each trace point and its matched link.
In all cases are adopted and sampling frequencies and identical distances between consecutive measuring points along the locus of.
Between consecutive switching points, the amount of source data will therefore be constant and correspond to a quality plateau.
Differencing is the difference between consecutive data points and the order of differencing is the number of times a series must be differenced to make it stationary.
Specifically, the projective transformation relating the road plane between consecutive time points is instantaneously derived and filtered temporally based on a data estimation framework using a Kalman filter.
We applied time delays of 0.1 s between consecutive source points and 1 s between angular positions.
It is determined by summing the mean value between consecutive time points multiplied by the period of time between consecutive time points and then dividing by the total time (see Figure 1).
The mean distance between consecutive reference points should be much longer than the characteristic length of stretches.
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Justyna Jupowicz-Kozak
CEO of Professional Science Editing for Scientists @ prosciediting.com