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Time headway is of fundamental importance in traffic engineering.
Additionally, we study the use of a constant time headway spacing policy.
This paper presents results from an experimental analysis of vehicle time headway distributions on two-lane two-way rural roads.
The endogenous traffic parameters considered as affecting time headway distributions were flow rate and flow composition (percentage of heavy vehicles).
This paper presents results from an experimental analysis on vehicle time headway distributions on two-lane two-way roads.
Furthermore, experimental subjects with lower individual walking speed need longer time headway to keep enough distance headway.
Firstly, assuming that the distribution of the time headway and that of the spot speed can be approximated by a log-normal distribution and a normal distribution, respectively, data on both the time headway and the spot speed are generated.
The effects of FCW, repeated event exposure and initial time headway on driver response times and safety margins were examined.
The results showed that the effect of FCW depended strongly on both repeated exposure and initial time headway.
The newly derived stability results are in agreement with previously derived results that were obtained using both microscopic and macroscopic models with a constant time headway (CTH) policy.
If the associated time headway parameter is greater than a critical value, the interconnected system is stable and string stable for any string size.
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