Nonlinear Stochastic Analysis for Lateral Vibration of Footbridge under Pedestrian Narrowband Excitation

Table 1

Values of parameters.

Bridge	Length; (m)	First frequency (Hz)	Bridge mass/ (kg/m)	Damping ratio (%)	Dynamic loading factor	Synchronization coefficient	Velocity proportional coefficient (s/m)	Fitting parameters in PSD	Single pedestrian mass (kg)
								,
M-Bridge	144	0.48	2000	0.7	0.04	0.2	25	0.9, 0.043	70
P-Bridge	190	0.56	3420	0.77