Safety Prediction Using Vehicle Safety Evaluation Model Passing on Long-Span Bridge with Fully Connected Neural Network

Table 1

Design parameters of the section elastic model.

Parameter	Unit	Actual value	Required value	Value in test
Height	m	3.5	0.0583	0.0583
Width	m	42.0	0.7	0.7
Linear mass	kg/m	27600	7.667	7.667
Linear mass moment of inertia	Kg·m^2/m	5137700	0.3987	0.3987
Vertical bending frequency	Hz	0.17446	2.216	2.216
Vertical bending damping ratio	%	0.5	0.389	0.372
Torsion frequency	Hz	0.39726	5.404	5.404
Torsion damping ratio	%	0.5	0.439	0.422