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All subjects showed greatest absorbed power at about 5 Hz, but the frequency of this peak in the absorbed power reduced with increasing vibration magnitude.
Although the frequency of this peak coincides with the eigenperiod of the seismometer, they are not related.
Moreover, it appears that the type of alkali in the glass affects the frequency of this peak.
Since the frequency of this peak is relatively low (3.5 Hz), it is likely related to a deeper but laterally limited structure.
The frequency of this peak is consistent with the past studies (Paudyal et al. 2012, 2013) and reflects the velocity contrast of the deep sedimentary basin (Paudyal et al. 2012, 2013; Sakai et al. 2002).
The frequency of this peak correlated strongly with the peak local field potential during gait (r = 0.782, P = 0.013) and peak local field potential at rest (r = 0.779, P = 0.013; Fig. 3B).
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Using one zero-crossing line in multi-scale of the Gaus1 and two zero-crossing lines in multi-scale of the Gaus2, position, height, SD, and frequency response of this peak are estimated.
When these criteria were fulfilled, the frequency of the peak was adopted as the fundamental frequency response of the site.
The spatial frequency of the peak for each angle was computed (Fig. 14A, thin line).
(C ) Cumulative frequency of the peak amplitudes of CF EPSCs at −65 mV in the three stages of development.
The frequency of the peak oscillation again matched the repetition rate of the sequence of body movements (0.028 Hz).
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