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← HistoryWhich risk dramatically increases when timber bridges' joints degrade?
A)Resonance-induced structural collapse✓
B)Accelerated galvanic corrosion effects
C)Buckling due to compressive overloading
D)Torsional stress from shear forces
💡 Explanation
Resonance-induced structural collapse risk rises because material loss at joints lowers the Eigen frequency of resonance frequencies, causing vibration to amplify significantly. Therefore, catastrophic failure occurs when crossing speed matches weakened structure frequency, rather than typical compression/shear failures that require extreme loading.
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