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Integrated velocity waveform data were used.
The gray contours in Fig. 2 indicate the depth of seismic bedrock from the "Japan Integrated Velocity Structure Model Version 1" (Koketsu et al. 2012).
Gray contour lines indicate the depth of seismic bedrock from the "Japan Integrated Velocity Model version 1" (Koketsu et al. 2012).
These models were made by connecting the source region with the outside the basin area based on the "Japan Integrated Velocity Structure Model version 1" (Koketsu et al. 2012).
Japan integrated velocity structure model.
Based on Micro Inertial Measurement Unit (MIMU), the integrated velocity strapdown testing system was researched.
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Simple kinematic motion models can be used to integrate velocity and heading measurements from wheel and steer encoders to provide an estimation of the mobile robot location and orientation.
The original acceleration data from these stations (except F-net stations, which only provide original velocity data) were integrated into velocity; velocity seismograms were then band-pass filtered from 0.1 to 1.0 Hz.
To suppress high frequency components that cause noises in the projected image and to compare the result with those obtained by inversion methods that usually use velocity data, original acceleration seismograms are integrated into velocity.
Original acceleration data were numerically integrated into velocity in the time domain except at the F-net stations, which had a velocity-type strong motion seismograph installed.
Acceleration seismograms were integrated to velocity, then the data were band-pass filtered between 0.01 and 0.15 Hz and decimated to 0.5 Hz.
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