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Stochastic Description of Traffic Breakdown: Langevin Approach

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Traffic and Granular Flow ’03

Summary

From probabilistic point of view we investigate a quite classical dynamical system given by stochastic differential equations, i. e. ordinary differential equations driven by multiplicative noise. Based on this Langevin approach the probability density distributions of vehicular velocities as well as headway distances are calculated and discussed.

Our work is a continuation of a stochastic theory of freeway traffic based on a Master equation approach presented first at Traffic and Granular Flow '97 as the one—cluster model. The extension to our multi—cluster model can be found at Traffic and Granular Flow ’99.

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© 2005 Springer-Verlag Berlin Heidelberg

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Mahnke, R., Kaupužs, J., Tolmacheva, J. (2005). Stochastic Description of Traffic Breakdown: Langevin Approach. In: Hoogendoorn, S.P., Luding, S., Bovy, P.H.L., Schreckenberg, M., Wolf, D.E. (eds) Traffic and Granular Flow ’03. Springer, Berlin, Heidelberg. https://doi.org/10.1007/3-540-28091-X_17

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