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

Figure 11

MSIs of pedestrians standing on different locations under different VIV frequencies and traffic densities: (a) f = 0.101 Hz; (b) f = 0.128 Hz; (c) f = 0.242 Hz; (d) f = 0.378 Hz; (e) f = 0.531 Hz.

(a)

(b)

(c)

(d)

(e)