Calculate natural frequency, angular frequency, damping ratio, and period for spring-mass, pendulum, LC circuit, and cantilever beam systems.
The **Natural Frequency Calculator** determines the resonant frequency, angular frequency, period, and damping characteristics of oscillating systems. Natural frequency is one of the core ideas in vibration analysis because it tells you where a system wants to ring when it is disturbed.
This tool supports **four system types**: spring-mass-damper systems, simple pendulums, LC circuits, and cantilever beams. For damped spring-mass systems, it also computes damping ratio, damped frequency, quality factor, and critical damping coefficient.
That makes it useful anywhere resonance matters: suspension design, vibration isolation, radio tuning, and structural mode checks. The same calculator can also be used as a teaching aid for comparing how mass, stiffness, length, and capacitance change an oscillation frequency.
Natural frequency is the first number you check when a system might vibrate too much or too little. If the frequency lines up with a repeating force, the motion can amplify quickly; if it sits far away, the system is usually easier to control.
This calculator groups the common textbook models together so you can compare them side by side without re-deriving each formula or switching between separate tools.
Natural Frequency Formulas: • Spring-mass: f_n = (1/2π) × √(k/m) • Pendulum: f_n = (1/2π) × √(g/L) • LC circuit: f_n = 1 / (2π√(LC)) • Cantilever (1st mode): f_n = (λ₁²/2π) × √(EI / mL³), λ₁ = 1.875 Damped system: f_d = f_n × √(1 − ζ²), where ζ = c / (2√(km))
Result: f_n = 1.345 Hz, ζ = 0.253 (underdamped)
ω_n = √(25000/350) = 8.452 rad/s, f_n = 8.452/(2π) = 1.345 Hz. Critical damping c_c = 2√(25000×350) = 5916 N·s/m. ζ = 1500/5916 = 0.253 (underdamped). Damped frequency f_d = 1.345 × √(1−0.253²) = 1.302 Hz.
Natural frequency and resonance appear everywhere. A child's swing has a natural frequency determined by its length — pushing at that frequency builds large oscillations. Wine glasses shatter when a singer hits their resonant frequency. The chassis of a car is tuned so road vibrations don't excite body resonance. Even atoms have natural frequencies that determine the color of light they absorb and emit.
Real systems always have some damping — friction, air resistance, electrical resistance — that dissipates oscillation energy. The damping ratio ζ is the most important parameter for transient response design. Underdamped systems (ζ < 1) ring before settling, critically damped systems (ζ = 1) settle fastest without ringing, and overdamped systems (ζ > 1) are sluggish. Automotive shock absorbers target ζ ≈ 0.2-0.4 for ride comfort with adequate damping.
Real structures have many natural frequencies and mode shapes. Each mode can be excited independently. Modal analysis — identifying all significant natural frequencies — is a cornerstone of structural dynamics. Finite element methods (FEM) compute natural frequencies for complex geometries that don't have analytical solutions, but the underlying physics is the same as the simple spring-mass system.
Last updated:
Natural frequency is the frequency at which a system oscillates when disturbed from equilibrium and allowed to vibrate freely, without any external driving force. Every physical system with elasticity and inertia has one or more natural frequencies.
When an external force drives a system at its natural frequency, the amplitude of oscillation can grow enormously — this is resonance. In structures, this can cause catastrophic failure (bridges collapsing, buildings swaying). Engineers design systems so that natural frequencies are well away from expected excitation frequencies.
The damping ratio ζ determines how oscillations decay. If ζ < 1 (underdamped), the system oscillates with decreasing amplitude. If ζ = 1 (critically damped), it returns to equilibrium fastest without oscillating. If ζ > 1 (overdamped), it returns slowly. Car suspension targets ζ ≈ 0.2-0.4 for comfort.
In an LC circuit, energy oscillates between the inductor's magnetic field and the capacitor's electric field at the resonant frequency f = 1/(2π√LC). This is the principle behind radio tuners, oscillators, and bandpass filters.
Yes — increase stiffness to raise f_n, or increase mass/inertia to lower it. Damping doesn't change f_n much but affects the damped frequency f_d. Engineers add mass dampers (like the one in Taipei 101) or change structural stiffness to move f_n away from problematic frequencies.
Continuous structures like beams have infinite vibration modes, each with its own frequency. The first mode (lowest frequency) dominates, but higher modes have increasingly complex shapes. The ratio of higher mode frequencies to the fundamental follows fixed patterns (6.27×, 17.55×, etc. for a cantilever).