Zacher/Reuter 2024, Abschnitt 3.5, Gleichungen 3.59 und 3.68: gedämpfte Eigenkreisfrequenz

PT2 Natural Time from Oscillation Peaks Calculator

Peak spacing gives damped oscillation frequency; together with damping ratio it yields the undamped natural time for the second-order model.

MINTSI
01

Inputs

Reciprocal of undamped natural angular frequency of the identified second-order model. Use T0 with D in step response, settling-time calculation or simulation.

Dimensionless decay measure between 0 and 1. Obtain it from model parameters or the damping-from-decay-curve calculator.

Timestamp of a clear maximum or minimum relative to the start of recording. Use the same peak direction for t1 and t2.

Timestamp of a later peak in the same direction. t2 must exceed t1; peaks farther apart can reduce relative reading error.

Integer number of complete oscillation periods between t1 and t2. Consecutive maxima or consecutive minima give N=1.

02

Result

Select a target and calculate.

Damped oscillation with the evaluated peaks

N periods of the damped oscillation Td = 2π·T₀/√(1−D²) lie between t₁ and t₂, giving T₀ (Zacher/Reuter eq. 3.59, 3.68). Amplitude normalised to the first peak.

0510-0.500.51t₁t₂y / ŷ₁t [s]
No curve point selected yet.
Calculation

Td=(t2−t1)/Nωd=2π/TdT0=√(1−D²)/ωd

Peak spacing gives damped oscillation frequency; together with damping ratio it yields the undamped natural time for the second-order model.

Understand the inputs
  • Natural time T0 — Reciprocal of undamped natural angular frequency of the identified second-order model. Use T0 with D in step response, settling-time calculation or simulation.
  • Damping ratio D — Dimensionless decay measure between 0 and 1. Obtain it from model parameters or the damping-from-decay-curve calculator.
  • Time of earlier peak t1 — Timestamp of a clear maximum or minimum relative to the start of recording. Use the same peak direction for t1 and t2.
  • Time of later peak t2 — Timestamp of a later peak in the same direction. t2 must exceed t1; peaks farther apart can reduce relative reading error.
  • Number of complete periods N — Integer number of complete oscillation periods between t1 and t2. Consecutive maxima or consecutive minima give N=1.
Example

For D=0.3, consecutive maxima occur at t1=1 s and t2=7.2832 s. Thus Td≈6.2832 s, ωd≈1 rad/s and T0=√(1−0.3²)/1≈0.9539 s.

Assumptions and limits

Linear time-invariant underdamped second-order system with 0<D<1, constant oscillation period and clearly identifiable same-direction peaks. Dead time shifts both timestamps equally and cancels from their difference; drift, nonlinearity and additional dominant poles are excluded.

Technical article

Understand PT2 Natural Time from Oscillation Peaks Calculator

This calculator extracts a second important model parameter directly from a measurement trace. Amplitude decay describes damping ratio, while the time between same-direction peaks gives damped oscillation frequency and hence natural time T0.

What does this quantity describe?

A second-order system has two energy-storage elements. In the underdamped range 0<D<1 its response oscillates at damped natural angular frequency ωd. T0 is the reciprocal of undamped natural angular frequency ω0. They are related by ωd=√(1−D²)/T0.

Formula and variables

Td=(t2−t1)/Nωd=2π/TdT0=√(1−D²)/ωd

  • Measured period: Td=(t2−t1)/N
  • Damped natural angular frequency: ωd=2π/Td
  • Natural time: T0=√(1−D²)/ωd
Symbol / inputMeaning
Natural time T0Reciprocal of undamped natural angular frequency of the identified second-order model. Use T0 with D in step response, settling-time calculation or simulation.
Damping ratio DDimensionless decay measure between 0 and 1. Obtain it from model parameters or the damping-from-decay-curve calculator.
Time of earlier peak t1Timestamp of a clear maximum or minimum relative to the start of recording. Use the same peak direction for t1 and t2.
Time of later peak t2Timestamp of a later peak in the same direction. t2 must exceed t1; peaks farther apart can reduce relative reading error.
Number of complete periods NInteger number of complete oscillation periods between t1 and t2. Consecutive maxima or consecutive minima give N=1.

Choose the inputs correctly

D is damping ratio from model parameters or amplitude decay. t1 and t2 are timestamps of two maxima or two minima, not a maximum and the following minimum. N counts complete periods between them. Adjacent same-direction peaks give N=1.

How to use the calculator

Inspect the measured trace relative to its final value and mark two clear peaks in the same direction. Read both timestamps on one time axis and count complete periods. If possible use several periods while frequency and operating condition remain constant. Determine D separately from decay.

Worked example

For D=0.3, consecutive maxima occur at 1 s and 7.2832 s. Period is approximately 2π s, so ωd≈1 rad/s. Therefore T0=√(1−0.3²)/1≈0.9539 s.

Understand the result and units

T0 characterises the model's undamped base dynamics. Together with D it fully parameterises the underdamped second-order element. Use it directly in step response and settling time; smaller T0 means faster base dynamics.

t1, t2 and T0 are times and convert internally to seconds. ωd is calculated internally in radians per second. D and N are dimensionless.

Useful next calculation

Determine D with damping from a decay curve. Then use D and T0 in the second-order step response or second-order settling time.

Typical applications

Use it for model identification from laboratory or plant measurements, mechanical oscillators, oscillatory control loops and preparation for simulation or controller design.

Assumptions, limits and common mistakes

The method assumes linear time-invariant second-order behaviour, constant period and 0<D<1. Additional dominant poles, nonlinear friction, changing parameters, drift or wrongly paired peaks distort T0. Dead time does not affect peak spacing when both peaks are shifted equally.

Common mistake: Do not combine a maximum with the immediately following minimum; that is only half a period. Do not interpret N as the number of visible peaks. t2 must be later than t1. Do not treat damped period as simply 2πT0 when D is appreciable.

Frequently asked questions

What is “Second-order natural time from measured oscillation peaks” used for?

Use it for model identification from laboratory or plant measurements, mechanical oscillators, oscillatory control loops and preparation for simulation or controller design.

Where do the input values come from?

D is damping ratio from model parameters or amplitude decay. t1 and t2 are timestamps of two maxima or two minima, not a maximum and the following minimum. N counts complete periods between them. Adjacent same-direction peaks give N=1.

What does the result not cover?

The method assumes linear time-invariant second-order behaviour, constant period and 0<D<1. Additional dominant poles, nonlinear friction, changing parameters, drift or wrongly paired peaks distort T0. Dead time does not affect peak spacing when both peaks are shifted equally.

Sources, method and review

Our method, source hierarchy and automated checks are documented on the methodology page. Read the methodology

Responsible
NormCalc-Redaktion
Last updated
2026-09-20