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Which consequence can result due to increased vibrational TRANSFER along a historic rope bridge?

A)Resonance causing structural collapse
B)Increased cable tensile strength
C)Damping oscillation of anchor points
D)Conversion to catenary arch tension

💡 Explanation

Resonance can lead to structural collapse, because synchronized vibrations match the bridge's natural frequency, causing massive amplitude increases of oscillation through vibration TRANSFER. Therefore, collapse is a critical risk, rather than strength increase or damping, especially under external forces causing vibration.

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