Revisiting the Serviceability of Long-Span Bridges under Vortex-Induced Vibrations Based on Human Body Vibration

<div>PSDs of the vertical bridge acceleration at the 1/12 span location under different traffic densities and VIV amplitudes: (a) VIV amplitude = 0.3 m; (b) VIV amplitude = 0.9 m.</div>

Structural Control and Health Monitoring

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Figure 12

Figure 12: Revisiting the Serviceability of Long-Span Bridges under Vortex-Induced Vibrations Based on Human Body Vibration 