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

Table 5

Comparison of bridge vibration response relative error.

Position	Side span				Midspan
Speed (km/h)	40	60	80	100	40	60	80	100
Peak BVVD	2.18%	2.64%	2.67%	3.11%	2.75%	2.52%	2.10%	3.93%
RMS of BVVA	8.85%	6.97%	5.85%	5.23%	6.07%	6.68%	8.14%%	2.21%