Dynamics · Vibration

Damping Calculator

Size damping ratio, transient metrics, and decay time for a spring-mass-damper — watch the response curve track ζ as you tune mass, stiffness, and dissipation.

Calculation mode
Derive damping ratio from mass, stiffness, and damping coefficient
m
k
c
A/A₀
A/A₀

Final-to-initial amplitude (0.1 = 10% of initial) for decay time.

Live decay preview

kcm1time →Underdampedζ = 0.30

Result

System parameters

ζ = c / (2√(km))

ζ

Enter mass and spring stiffness — the decay curve updates with your damping level.

About damping

SDOF transient metrics — damping ratio, time-domain response, and experimental δ.

Underdamped (ζ < 1)

Oscillatory decay — vehicle suspensions, instrument mounts, and most structural modes.

Critically damped (ζ = 1)

Fastest non-oscillatory return — door closers, dial indicators, and control systems tuned for no overshoot.

Overdamped (ζ > 1)

Slow, aperiodic recovery — sometimes intentional for comfort, slower than critical.

Damping ratio

ζ = c / (2√(km))

c = damping coefficient, k = stiffness, m = mass

Logarithmic decrement

δ = ln(x₁/x₂) = 2πζ/√(1−ζ²)

Successive peaks on underdamped free decay

Settling time (2%)

Ts = 4/(ζωn)

Time to stay within 2% of final value

Peak overshoot

OS% = 100·e^(−πζ/√(1−ζ²))

Step response — underdamped only

  • Vibration control:Isolate sensitive equipment from floor or machinery excitation.
  • Structural dynamics:Size damping for seismic or wind response and fatigue.
  • Vehicle suspensions:Balance ride comfort (ζ) against handling and wheel hop.
  • Precision instruments:Limit ring-down so measurements settle before sampling.
  • Shock absorbers:Dissipate impact energy through velocity-proportional damping.
  • Control systems:Target settling time, overshoot, and rise time in closed-loop design.
  1. Record free vibration after an impulse or initial displacement.
  2. Measure successive peak amplitudes x₁ and x₂ one cycle apart.
  3. Compute δ = ln(x₁/x₂).
  4. Obtain ζ = δ/√(4π² + δ²) and compare to analytical c from m and k.

Related calculator

For harmonic forcing and frequency-response amplification, use the Resonance Calculator.

Frequently Asked Questions

Worked example: Damping ratio for m = 1 kg, k = 100 N/m, c = 5 N·s/m

  1. Critical damping cc = 2√(km) = 2√(100) = 20 N·s/m
  2. ζ = c / cc = 5 / 20

ζ = 0.25 (underdamped)

What is the damping ratio?

The damping ratio ζ = c/(2√(km)) compares the actual damping to critical damping. ζ < 1 is underdamped (oscillates), ζ = 1 is critically damped (fastest return without overshoot), and ζ > 1 is overdamped.

How are settling and rise time defined?

Settling time is when the response stays within 2% of its final value, Ts = 4/(ζωn). Rise time is the 0–100% time for an underdamped step response, Tr = (π − acos ζ)/ωd, and is only defined for underdamped systems.

What is the logarithmic decrement?

The logarithmic decrement δ = ln(x₁/x₂) = 2πζ/√(1−ζ²) is the natural log of the ratio of successive oscillation peaks. It is the easiest way to measure damping experimentally and back-calculate ζ.

What is peak overshoot?

Peak overshoot is how far an underdamped response exceeds its final value, PO = e^(−πζ/√(1−ζ²)) × 100%. For example, ζ = 0.5 gives about 16% overshoot; critically and over-damped systems have none.