Attempt is made to refine car-following models by assumption that every driver reacts to several of preceding vehicles; model suggested is discussed; stability criterion is found; it is pointed out that "reciprocal-spacing-model" gives critical velocity below which flow is instable; it is assumed that to load road section to its theoretical capacity, corresponding optimum velocity must be in stable range; based on this assumption, it is shown that maximum flow is limited by S/2T, where S is constant depending on ratio of sensitivity coefficients, and T is response time. (47136)
Extended model for car-following
Transp Res
Transportation Research ; 2 , n 1 ; p 13-21
1968
9 pages
Article (Journal)
Electronic Resource
English
© Metadata Copyright Elsevier B. V. All rights reserved.
An extended model for car-following
TIBKAT | 1965
|An extended model for car-following
Elsevier | 1967
|An extended car-following model considering vehicular gap fluctuation
Tema Archive | 2015
|