Sign in to save

Bookmark this page so you can find it later.

Sign in to save

Bookmark this page so you can find it later.

The Tacoma Narrows Bridge collapse in 1940 is one of the most famous examples of how physics can affect engineering design. The bridge began twisting violently in steady wind and eventually broke apart, showing that structures can fail even when forces seem moderate. The event is often linked to resonance, but the full explanation involves forced oscillations, aeroelastic flutter, and weak damping.

Understanding this case helps engineers design safer bridges, aircraft wings, and tall buildings.

Key Facts

  • Natural frequency is the frequency at which a system tends to oscillate when disturbed.
  • Resonance occurs when a driving frequency is close to a system's natural frequency, causing large amplitude motion.
  • For a simple mass-spring system, f = (1 / 2π)√(k / m), where f is natural frequency, k is stiffness, and m is mass.
  • Damping removes mechanical energy from oscillations, reducing amplitude over time.
  • Aeroelastic flutter occurs when airflow and structural motion feed energy into each other, creating self-sustaining oscillations.
  • A structure fails when stress exceeds material strength, often written as σ = F / A for average stress.

Vocabulary

Resonance
Resonance is the large increase in oscillation amplitude when a system is driven near one of its natural frequencies.
Forced oscillation
A forced oscillation is motion caused by a repeating external force, such as wind pushing on a bridge.
Natural frequency
Natural frequency is the frequency at which an object or system naturally vibrates after being disturbed.
Damping
Damping is the process that removes energy from an oscillating system and reduces its motion.
Aeroelastic flutter
Aeroelastic flutter is an instability in which airflow, elastic deformation, and motion interact to amplify vibrations.

Common Mistakes to Avoid

  • Calling the Tacoma Narrows collapse simple resonance is incomplete because the main instability was aeroelastic flutter, where wind and twisting motion reinforced each other.
  • Assuming stronger wind always means more dangerous motion is wrong because oscillation growth depends on wind speed, shape, stiffness, damping, and how airflow couples to the structure.
  • Ignoring damping gives unrealistic predictions because real structures lose energy through friction, material deformation, cables, joints, and added dampers.
  • Using mass alone to predict vibration is wrong because natural frequency depends on both mass and stiffness, as shown by f = (1 / 2π)√(k / m).

Practice Questions

  1. 1 A bridge section has an effective stiffness of 2.0 × 10^6 N/m and an effective mass of 5.0 × 10^4 kg. Estimate its natural frequency using f = (1 / 2π)√(k / m).
  2. 2 A wind-driven force pushes a bridge at 0.20 Hz. The bridge has a natural frequency of 0.22 Hz. Calculate the percent difference between the driving frequency and natural frequency using percent difference = |0.22 - 0.20| / 0.22 × 100%.
  3. 3 Explain why adding dampers, stiffening the deck, or changing the bridge deck shape can reduce the chance of flutter and collapse.