Modelling the Influence of Amber Light Dilemma Zone on Driver Behaviour Under Mixed Traffic Conditions
Author:
Publisher
Springer Nature Singapore
Link
https://link.springer.com/content/pdf/10.1007/978-981-99-7976-9_34
Reference15 articles.
1. Gazi D (1960) The Problem of the Amber Signal Light in Traffic Flow. Operations Research, Jan.–Feb., 1960, Vol. 8, No. 1 (Jan.–Feb., 1960), pp. 112–132.
2. Grates T, Noyce D (2007) Analysis of driver behavior in dilemma zones at signalized inter-sections. Transportation Research Record: Journal of the Transportation Research Board, No. 2030, Transportation Research Board of the National Academies, Washington, D.C., 2007, pp. 29–39.
3. Grates T, Noyce D (2010) Dilemma Zone Driver Behavior as a Function of Vehicle Type, Time of Day, and Platooning. Transportation Research Record: Journal of the Transportation Research Board, No. 2149, Transportation Research Board of the National Academies, Washington, D.C., 2010, pp. 84–93.
4. Li Z, Wei H (2013) Modeling Dynamics of Dilemma Zones by Formulating Dynamical Contributing Factors with Video-observed Trajectory Data. Transportation Research Record: Journal of the Transportation Research Board, No. 2259, Transportation Research Board of the National Academies, Washington, D.C., 2013, pp. 202–212.
5. Lin X, Cheng L (2013) Engineering countermeasures to reducing unintentional yellow-light running owing to dilemma zone. 13th COTA International Conference of Transportation Professionals (CICTP 2013)
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