Abstract

Many scholars have conducted research on the traffic oscillations and reproduced the growth pattern by establishing stochastic models and simulations. However, the growth pattern of oscillations caused by uncertainty have not been thoroughly studied. Recently, a frequency domain stability analysis method was proposed to analyze the discrete stochastic model. This paper extends this analysis to a continuous situation based on frequency domain tools (e.g., Laplace transform) by introducing a continuous bandlimited white noise. The analytical expression for the evolution of speed standard deviation has been derived. Our study of a homogeneous case reveals an interesting phenomenon: when |G(ω)|∞<1, the speed variance will converge to a constant value, which only depends on the self-disturbance of vehicles. The simulation results verified that the continuous models and corresponding discrete model tend to be consistent when the discrete time step tends to the infinitesimal. Overall, this paper makes up for the deficiency of previous studies on continuous oscillations in car-following theory and can potentially be used to develop new control strategies to help dampen traffic oscillations.

Highlights

  • Stability Analysis of ContinuousIn the last century, the research on traffic flow mainly focused on the classical models.The early exploration in this field can be traced back to 1953

  • This paper presents an analytical expression for the evolution of speed standard deviation under a continuous first-order model

  • We simulatively show that when the discrete interval δ→0, the transfer function of the discrete model and continuous model converge to each other; when frequency F→∞, the noise term of discrete function and continuous function converge to each other

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Summary

Introduction

The research on traffic flow mainly focused on the classical models. Nagatani [8–10] and Sawada [11] extended the car-following model with a next-nearest neighbor interaction These classic models have clear and elegant stability properties, the growth pattern of oscillation is inconsistent with the field experiment, in which the speed standard deviation of each vehicle developed concavely. [30]that proposed the frequency-domain stability methodor putIn forward another view the traffic oscillations are caused notanalysis by the model for linear stochastic car-following extending traditional frequency heterogeneous behavior, but by themodels, disturbance of thethe drivers/vehicles itself.

Deterministic Stability Analysis
Stochastic Stability Analysis
Discussion on Second Order Model
Homogeneous Case Analysis
Relationship between Discrete and Continuous Model
Magnitudes
Numerical Simulations
Simulation
T k k k
Conclusions

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