TY - JOUR
T1 - Traffic flow stability induced by constant time headway policy for adaptive cruise control (ACC) vehicles
AU - Shrivastava, Ankur
AU - Li, Perry Y
PY - 2000/12/1
Y1 - 2000/12/1
N2 - This paper is concerned with the traffic flow stability/instability induced by a particular Adaptive Cruise Control policy, known as the 'constant time headway policy'. The control policy is analyzed for a circular highway using three different traffic models, namely a microscopic model, a spatially discrete model, and a spatially continuous model. It is shown that the traffic dynamics will not be qualitatively consistent across the three modeling paradigms if a consistent biasing strategy is not used to adapt the constant time headway policy. The biasing strategy determines whether the feedback quantity for use in the control, is taken colocatedly, downstream or upstream to the vehicle/section/highway location. For ACC vehicles equipped with forward looking sensors, the downstream biasing strategy should be used. In this case, the constant time headway policy induces exponentially stable traffic flow on a circular highway in all three modeling frameworks.
AB - This paper is concerned with the traffic flow stability/instability induced by a particular Adaptive Cruise Control policy, known as the 'constant time headway policy'. The control policy is analyzed for a circular highway using three different traffic models, namely a microscopic model, a spatially discrete model, and a spatially continuous model. It is shown that the traffic dynamics will not be qualitatively consistent across the three modeling paradigms if a consistent biasing strategy is not used to adapt the constant time headway policy. The biasing strategy determines whether the feedback quantity for use in the control, is taken colocatedly, downstream or upstream to the vehicle/section/highway location. For ACC vehicles equipped with forward looking sensors, the downstream biasing strategy should be used. In this case, the constant time headway policy induces exponentially stable traffic flow on a circular highway in all three modeling frameworks.
UR - http://www.scopus.com/inward/record.url?scp=0034545975&partnerID=8YFLogxK
UR - http://www.scopus.com/inward/citedby.url?scp=0034545975&partnerID=8YFLogxK
M3 - Conference article
AN - SCOPUS:0034545975
SN - 0743-1619
VL - 3
SP - 1503
EP - 1508
JO - Proceedings of the American Control Conference
JF - Proceedings of the American Control Conference
T2 - 2000 American Control Conference
Y2 - 28 June 2000 through 30 June 2000
ER -