Calibration of nonlinear car-following laws for traffic oscillation prediction |
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Affiliation: | 1. School of Civil Engineering & Built Environment, Science and Engineering Faculty, Queensland University of Technology, 2 George St GPO Box 2434 Brisbane Qld 4001, Australia;2. School of Civil Engineering, the University of Queensland, St. Lucia 4072, Brisbane, Australia;3. TSS – Transport Simulation Systems, 89 York Street, Suite 804, Sydney, NSW 2000, Australia |
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Abstract: | ![]() Frequency-domain analysis has been successfully used to (i) predict the amplification of traffic oscillations along a platoon of vehicles with nonlinear car-following laws and (ii) measure traffic oscillation properties (e.g., periodicity, magnitude) from field data. This paper proposes a new method to calibrate nonlinear car-following laws based on real-world vehicle trajectories, such that oscillation prediction (based on the calibrated car-following laws) and measurement from the same data can be compared and validated. This calibration method, for the first time, takes into account not only the driver’s car-following behavior but also the vehicle trajectory’s time-domain (e.g., location, speed) and frequency-domain properties (e.g., peak oscillation amplitude). We use Newell’s car-following model (1961) as an example and calibrate its parameters based on a penalty-based maximum likelihood estimation procedure. A series of experiments using Next Generation Simulation (NGSIM) data are conducted to illustrate the applicability and performance of the proposed approach. Results show that the calibrated car-following models are able to simultaneously reproduce observed driver behavior, time-domain trajectories, and oscillation propagation along the platoon with reasonable accuracy. |
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Keywords: | Nonlinear car-following law Traffic oscillation Model calibration |
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