Driving Comfort Analysis Method of Highway Bridge Based on Human-Vehicle-Bridge Interaction

<div>The peak value of vehicle’s vibration acceleration without the wheel path roughness difference. (a) The peak value of VVA. (b) The peak value of PVA. (c) The peak value of RVA.</div>

Shock and Vibration

fig11

Figure 11

Figure 11: Driving Comfort Analysis Method of Highway Bridge Based on Human-Vehicle-Bridge Interaction 