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Home/Classical Mechanics/Bridge Resonance (1-D mode)

Bridge Resonance (1-D mode)

Damped modal oscillator with harmonic drive: sweep ω near √(k/m) — presets for cadence-like and low-ζ peaks.

Modal SDOF (caricature)

24000 kg
4200000 N/m
12000 N·s/m
28000 N
0.55 rad/s

Initial conditions

0 m
0 m/s

Yellow arrows: in-phase harmonic loading (idealized). Real marching is a series of impulses; steady wind can couple to torsion and flutter — not captured by a single SDOF sine.

Shortcuts

  • •Space or Enter — run
  • •R — reset

Measured values

ω₀ = √(k/m)13.2288 rad/s
f₀ = ω₀/(2π)2.1054 Hz
Damping ratio ζ0.0189
Steady A(ω) theory0.00668 m
≈ amplitude (last cycles)0.00000 m
x0.0000 m
t0.00 s

Live graphs

About this model

One flexural mode of a bridge span is approximated as a damped harmonic oscillator. A sinusoidal force models narrow-band loading — a teaching stand-in for rhythmic pedestrian loading or simplified buffeting. The steady-state amplitude versus drive frequency shows a resonance peak near the modal frequency; damping ratio ζ controls peak width and height.

Who it's for: Intro vibrations and structural dynamics; reading f₀ and comparing to drive frequency.

Key terms

  • resonance
  • modal frequency
  • damping ratio
  • harmonic drive
  • steady-state amplitude

How it works

A single flexural mode of a span is modeled as a damped harmonic oscillator driven by a sinusoidal force — a stand-in for rhythmic loading (march cadence) or narrow-band wind buffeting. Sweep the drive frequency near the modal frequency f₀ to see resonance: large amplitude for small ζ. The Tacoma Narrows collapse involved aeroelastic flutter and torsion, which is not the same as this linear SDOF picture, but the cartoon explains why matching a natural frequency matters.

Key equations

mẍ + bẋ + kx = F₀ cos(ωt), ω₀² = k/m
A = (F₀/m) / √((ω₀² − ω²)² + (bω/m)²) — Lorentzian-like peak vs ω when ζ ≪ 1

Frequently asked questions

Does this explain the Tacoma Narrows Bridge failure?
Not by itself. The 1940 collapse involved large-amplitude torsional motion coupled to aerodynamic forces (flutter / limit-cycle behavior), not a simple mass–spring–dashpot resonance at a pedestrian cadence. This simulator is still useful for the general lesson: avoid exciting a natural frequency with sustained energy input.