Modifications of the optimal velocity traffic model to include delay due to driver reaction time

Physica A: Statistical Mechanics and its Applications

Volumn 319, Issue , 2003, Pages 557-567

  Davis, L C ^a  

^a MICHIGAN STATE UNIVERSITY   (United States)

Author keywords

Congested flow; Traffic dynamics; Traffic flow; Traffic model

Indexed keywords

AUTOMOBILE DRIVERS; HUMAN REACTION TIME; OSCILLATIONS; VELOCITY;

TRAFFIC DYNAMICS;

TRAFFIC CONTROL;

EID: 0037365558     PISSN: 03784371     EISSN: None     Source Type: Journal    
DOI: 10.1016/S0378-4371(02)01457-7     Document Type: Article

References (16)

1. Kerner B.S. Phys. Rev. Lett. 81:1998;3797.
2. Kerner B.S., Rehborn H. Phys. Rev. Lett. 79:1997;4030.
3. Mitarai Namiko, Nakansihi Hiizu Phys. Rev. Lett. 85:2000;1766.
4. Bando M., Hasebe K., Nakayama A., Shibata A., Sugiyama Y. Phys. Rev. E. 51:1995;1035.
5. Tomer E., Safanov L., Havlin D. Phys. Rev. Lett. 84:2000;382.
6. Helbing D., Tilch B. Phys. Rev. E. 58:1998;133.
7. Helbing D. Rev. Mod. Phys. 73:2001;1067.
8. Chandler R.E., Herman R., Montroll E.W. Oper. Res. 6:1958;165.
9. Gazis D.C., Herman R., Rothery R.W. Oper. Res. 9:1961;545.
10. Green M. Transp. Human Factors. 2:2000;195.
11. Bando M., Hasebe K., Nakanishi K., Nakayama A. Phys. Rev. E. 58:1998;5429.
12. Sugiyama Y. Dynamical model for congestion of freeway traffic and its structural stability. Wolf D.E., Schreckenber M., Bachem A. Workshop on Traffic and Granular Flow. 1996;137 World Scientific, Singapore.
13. Nagatani Takashi Phys. Rev. E. 61:2000;3534.
14. Nagatani Takashi, Nakanishi Ken Phys. Rev. 57:1998;6415.
15. Safonov L.A., Tomer E., Strygin V.V., Havlin S. Physica A. 285:2000;147.
16. Pipes L.A. J. Appl. Phys. 24:1953;274.