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. 2015 Apr 17;15(4):9078–9096. doi: 10.3390/s150409078

Figure 8.

Figure 8

Time (top set) and normalized frequency power (bottom set) signals obtained from vibration tests on concrete prism. Signals for a MEMS sensor (right set) compared to those from a contact accelerometer (left set). Expected vibrational mode frequencies indicated by dashed lines (1.96, 4.08 and 6.5 kHz).