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Which structural failure mode most critically threatened the stability of the Crystal Palace during high winds?

A)Tensile fracture of cast iron columns
B)Buckling of glass panels under pressure
C)Resonance-induced oscillations throughout structure
D)Progressive collapse due to joint instability

💡 Explanation

During high winds, resonance-induced oscillations occurred because wind shedding can excite natural frequencies, potentially causing catastrophic failure in the structure. Therefore, resonance was most critical, rather than fracture, buckling, or collapse, because these require specific local weaknesses under high stress conditions which were not uniformly present.

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