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A new adaptive cruise control strategy and its stabilization effect on traffic flow

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Figure

Fig. 2, where the average speed ve = 4 m/s, maximumspeed v = 30 m/s, and the standstill distance s = 1.5 m.
Fig. 2 Phase diagram in the Maximum acceleration-desired time gap for different time delay, where the average speed ve = 4 m/s, maximumspeed v0 = 30 m/s, and the standstill distance s0 = 1.5 m
Fig. 4 Acceleration and speed profiles of 1st, 25th, 50th, and 100th vehicle for different maximum acceleration and desired time gap
Fig. 5 Urban Dynamometer Driving Schedule (UDDS) [52]
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