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

Table 3

Mean value of MSIs of sedan car drivers under different VIV frequencies, VIV amplitudes, and traffic densities (%).

VIV frequency (Hz)	Traffic density (vehicles/km/lane)	VIV amplitude (m)
		0.1	0.3	0.5	0.7	0.9
0.101	12	0.13	0.17	0.22	0.30	0.36
	25	0.21	0.23	0.28	0.33	0.39
	40	0.20	0.22	0.24	0.28	0.32
0.128	12	0.14	0.28	0.46	0.64	0.82
	25	0.22	0.31	0.44	0.58	0.72
	40	0.21	0.28	0.38	0.48	0.60
0.242	12	0.35	1.05	1.78	2.49	3.20
	25	0.32	0.75	1.23	1.72	2.20
	40	0.28	0.65	1.06	1.47	1.89
0.378	12	0.44	1.31	2.18	3.06	3.94
	25	0.38	0.97	1.59	2.21	2.84
	40	0.34	0.85	1.39	1.93	2.47
0.531	12	0.43	1.25	2.09	2.94	3.82
	25	0.37	0.95	1.57	2.19	2.83
	40	0.34	0.84	1.37	1.91	2.46