Evaluation of the Crosswind Effect on the Horizontal Curve Safety on Rural Highways Using Vehicle Dynamic Simulation

Table 4

Percentage of changes in lateral acceleration on slope state of −4% and wind speed of 16 km/h.

Variation	Base value	W16 g-4	Speed
34.54	−0.31	−0.42	40
13.79	−0.26	−0.30	60
1.15	−0.23	−0.24	80
−0.15	−0.22	−0.22	100
−0.79	−0.19	−0.19	120