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Which mechanical risk amplified the collapse-hazard when windstorms impacted medieval rope bridges?

A)Material damping exceeded yield strength
B)Resonance frequency matched cable vibrations
C)Torsional stiffness countered cable twist
D)Axial stress reduced shear capacity

💡 Explanation

Increased swaying happened because vortex shedding excited the ropes; therefore, resonance induced large amplitude oscillations leading to structural failure, rather than material fatigue exceeding the system capacity under less cyclical stress patterns at different frequencies.

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