2017
DOI: 10.4310/cms.2017.v15.n1.a10
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Proposal of a risk model for vehicular traffic: A Boltzmann-type kinetic approach

Abstract: Abstract. This paper deals with a Boltzmann-type kinetic model describing the interplay between vehicle dynamics and safety aspects in vehicular traffic. Sticking to the idea that the macroscopic characteristics of traffic flow, including the distribution of the driving risk along a road, are ultimately generated by one-to-one interactions among drivers, the model links the personal (i.e., individual) risk to the changes of speeds of single vehicles and implements a probabilistic description of such microscopi… Show more

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Cited by 12 publications
(17 citation statements)
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“…In particular, such conditions are met iff * (τ, v) = ∂ vf * (τ, v) = 0 for v = 0, 1 and all τ > 0. Using the expression (3) of I and taking (27) into account we have that the asymptotic speed distributionf * ∞ (v) that the system approaches for τ → +∞ solves…”
Section: Asymptotic Speed Variance and Risk Mitigationmentioning
confidence: 99%
“…In particular, such conditions are met iff * (τ, v) = ∂ vf * (τ, v) = 0 for v = 0, 1 and all τ > 0. Using the expression (3) of I and taking (27) into account we have that the asymptotic speed distributionf * ∞ (v) that the system approaches for τ → +∞ solves…”
Section: Asymptotic Speed Variance and Risk Mitigationmentioning
confidence: 99%
“…It can be proven [9] that the Cauchy problem associated to (2) is well posed provided the probability density A is Lipschitz continuous with respect to v * and v * in a suitable Wasserstein metric. This is indeed the case of the A defined in (3), with P 1 = P 2 .…”
Section: Choice Of the Probability Density Amentioning
confidence: 99%
“…In order to compute the A j χ matrices, we observe that the gain operator of the δ model given in (9) differs from the gain operator of the χ model only in the terms proportional to P appearing in the equation (16). Therefore, we just show the terms resulting from…”
Section: A Matrix Elements For the Discretization Of The χ Modelmentioning
confidence: 99%
“…[13,14] where both the acceleration and the slowing down interactions are modeled with a Vlasov-type relaxation towards a desired speed. Kinetic theory is also used to model multilane traffic flow [12,19,20,25,3], flows on networks [8], inhomogeneous space problems with non local interactions [18], control problems [15] and safety aspects in vehicular traffic [9]. For a review on kinetic traffic models, see [21].…”
Section: Introductionmentioning
confidence: 99%