2015
DOI: 10.1002/asjc.1257
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A Modified Car‐Following Model with Variable Safety Distance and its Numerical Simulation

Abstract: Based on the pioneering study of Bando et al., a modified car-following model is proposed to suppress traffic jams. The optimal velocity (OV) function is extended by introducing variable safety distance. Considering the relative velocity, relative optimal velocity, and the difference between safety distance and headway, a comprehensive control scheme is constructed according to the feedback control theory. The stability condition for the improved model is obtained via the linear stability theory. Numerical sim… Show more

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Cited by 5 publications
(3 citation statements)
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“…In the extended mode, the desired acceleration of traffic system is given by (15), and actual acceleration is given by a des =̇a+a. Applying (22) and (23), the transfer functionḠ(s) is obtained, that is…”
Section: Feedback Control Schemementioning
confidence: 99%
See 1 more Smart Citation
“…In the extended mode, the desired acceleration of traffic system is given by (15), and actual acceleration is given by a des =̇a+a. Applying (22) and (23), the transfer functionḠ(s) is obtained, that is…”
Section: Feedback Control Schemementioning
confidence: 99%
“…Subsequently, Bando et al [12] presented the famous microscopic traffic flow model dubbed optimal velocity model (OVM). Based upon the OVM, much work has been done by introducing multiple information into relative velocity or headway in different ways [13][14][15][16][17][18]. Moreover, some extended tarffic models by applying transportation cyber physical system (T-CPS) were put forward to describe the traffic nature successfully [19,20].…”
Section: Introductionmentioning
confidence: 99%
“…So these optimization methods are actually questionable since the overall traffic operation of the intersection would not be actually smoothed due to the increased vehicle stops. This problem could be solved by adjusting the algorithm for the distribution of the green time ratio with a reasonable objective [26]. Given this, in this study, an algorithm based on operations research methods was employed to fully consider the traffic demand of the arterial road and branch road in the allocation of green time, to expect to achieve a more efficient and comprehensive signal timing.…”
Section: Introductionmentioning
confidence: 99%