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. 2009 Dec 16;9(12):10201–10216. doi: 10.3390/s91210201

Figure 5.

Figure 5.

Temporal characteristics of free impact vibrations of the microstructure as a function of support position: τp = ω1Tp (for m = 50), τ0 = ω1Tp (for m = 10), τ = ω1T, τ1 = ω1T1, τ2 = ω1T2. ω1—first circular natural frequency of the cantilever.