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Earthquakes · interactive

Why did the middle-height buildings fall?

Model · damped resonance

The floor-count rule of thumb sets each tower's natural period. Sway peaks when it approaches the ground's two-second rhythm.

1 See

During one earthquake, neighboring buildings did not all respond alike. Height changed the rhythm each building preferred.

2 Change

3 Understand

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Model notes and sources

Model. Building period uses the explicit rule of thumb T ≈ 0.1 s × number of floors. Ground motion is a sinusoid with period 2 s. The plotted steady-state amplification is 1/√[(1 − r²)² + (2ζr)²], where r = T/2 s and illustrative damping ζ = 0.09. Floor count is not a structural safety rating.

Context. During the 1985 Mexico City earthquake, many mid-height buildings on soft former-lake sediments responded strongly, but effects varied by site, structural period and construction. This history does not establish a universal story range or predict damage from height alone. The abstract buildings avoid depicting victims or real collapses. Taipei 101’s 660-ton tuned mass damper is designed to move out of phase with tower motion from wind and earthquakes.

Not modeled. Building materials, irregularity, soil-structure interaction, nonlinear damage, earthquake direction and duration, code era, retrofit quality, and the broad spectrum of real ground motion. The city and damper photos are AI-generated illustrations.

Sources: U.S. Geological Survey material on the 1985 Mexico City earthquake and site amplification; Taipei 101, published tuned mass damper specifications.

An ExplainerTools Original.

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