ANALYZER
SDOF · FREE VIBRATION
Extract the damping ratio from measured free-vibration peak amplitudes — enter values manually or upload a time-series CSV.
/ HOW IT WORKS
THEORY · FREE VIBRATION
The logarithmic decrement δ is the natural log of the ratio of any two successive same-sign peak amplitudes in free vibration. Spanning the full set of m peaks averages out measurement noise:
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\[ \delta = \frac{1}{m-1} \ln \frac{x_1}{x_m} \]
\[ \zeta = \sqrt{\frac{\delta^2}{4\pi^2 + \delta^2}} \]
\[ f_d = \frac{1}{T_d} \qquad\qquad f_n = \frac{f_d}{\sqrt{1 - \zeta^2}} \]
NOTATION
δ
Logarithmic decrement — natural log of the peak amplitude ratio, divided by the number of intervals (nepers cycle−1)
ζ
Viscous damping ratio — fraction of critical damping; dimensionless (typical range 0.01–0.10 for structures)
x1
Amplitude of the first (largest) selected peak
xm
Amplitude of the m-th (last) selected peak
m
Number of selected peaks (m − 1 complete oscillation cycles are spanned)
Td
Mean damped period — average time interval between consecutive selected peaks, derived from CSV timestamps (s)
fd
Damped natural frequency — rate of the observed damped oscillation, 1 / Td (Hz; CSV mode only)
fn
Undamped natural frequency — fd corrected for damping: fd / √(1 − ζ²) (Hz; CSV mode only)
For best accuracy, capture as many peaks as the noise floor allows — the multi-peak form averages out measurement scatter. When a CSV with time data is provided, the damped period Td is measured directly from peak timestamps, giving fd and fn in addition to ζ.
⊕ ENGINEER'S NOTE
Use positive peaks only (all the same sign). Mixing positive and negative half-cycle peaks doubles the apparent δ.
The method assumes a linear SDOF system with viscous damping. A δ that varies from peak to peak signals non-linearity or multiple modes.
For CSV uploads, peaks are detected from positive local maxima of the amplitude column.
ζ typical 0.01–0.10
min 2 peaks