Cellular automaton modeling of the interaction between vehicles and pedestrians at signalized crosswalk

Journal of Transportation Engineering

Volumn 138, Issue 12, 2012, Pages 1442-1452

  Xie, Dong Fan ^a,b   Gao, Zi You ^a   Zhao, Xiao Mei ^a   Wang, David Z W ^b  

^a BEIJING JIAOTONG UNIVERSITY   (China)

^b NANYANG TECHNOLOGICAL UNIVERSITY   (Singapore)

Author keywords

Cellular automaton; Crosswalk; Mixed traffic flow; Pedestrians; Vehicles

Indexed keywords

CROSSWALKS; PEDESTRIAN SAFETY; TRAFFIC SIGNALS; VEHICLES;

CELLULAR AUTOMATA MODELS; CELLULAR AUTOMATONS; CRITICAL VALUE; INTERACTION MECHANISMS; MIXED TRAFFIC; MIXED TRAFFIC FLOW; PEDESTRIAN; PEDESTRIAN FLOW; SIGNAL CYCLE; TRAFFIC STATE;

CELLULAR AUTOMATA;

CELLULAR AUTOMATON; COMPUTER SIMULATION; NUMERICAL MODEL; PEDESTRIAN; ROAD TRANSPORT; TRAFFIC CONGESTION; TRANSPORT VEHICLE;

EID: 84884648898     PISSN: 0733947X     EISSN: None     Source Type: Journal    
DOI: 10.1061/(asce)te.1943-5436.0000462     Document Type: Article

References (22)

1. Cho, H. J., and Wu, Y. T. (2004). "Modeling and simulation of motorcycle traffic flow." Proc., 2004 IEEE Int. Conf. on Systems, Man, and Cybernetics, IEEE, Hague, Netherlands, 1705, 6262-6267.
2. Faghri, A., and Egyháiová, E. (1999). "Development of a computer simulation model of mixed motor vehicle and bicycle traffic on an urban road network." Transportation Research Record 1674, Transportation Research Board, Washington, DC, 86-93.
3. Guo, H. W., Gao, Z. Y., Yang, X. B., and Jiang, X. B. (2011). "Modeling pedestrian violation behavior at signalized crosswalks in China: A hazards-based duration approach." Traffic Inj. Prev., 12(1), 96-103.
4. Helbing, D., Jiang, R., and Treiber, M. (2005). "Analytical investigation of oscillations in intersecting flows of pedestrian and vehicle traffic." Phys. Rev. E, 72(4), 046130.
5. Hubbard, S. M. L., Bullock, D. M., and Mannering, F. L. (2009). "Right turns on green and pedestrian level of service: Statistical assessment." J. Transp. Eng., 135(4), 153-159.
6. Jiang, R., Helbing, D., Shukla, P. K., and Wu, Q. S. (2006). "Inefficient emergent oscillations in intersecting driven many-particle flows." Physica A, 368(2), 567-574.
7. Jiang, R., Wu, Q. S., and Li, X. B. (2002). "Capacity drop due to the traverse of pedestrians." Phys. Rev. E, 65(3), 036120.
8. Khan, S. I., and Maini, P. (1999). "Modelling heterogeneous traffic flow." Transportation Research Record 1678, Transportation Research Board, Washington, DC, 234-241.
9. Kirchner, A., and Schadschneider, A. (2002). "Simulation ofevacuation processes using a bionics-inspired cellular automaton model for pedestrian dynamics." Physica A, 312(1-2), 260-276.
10. Kruszyna, M., Mackiewicz, P., and Szydlo, A. (2006). "Influence of pedestrians' entry process on pedestrian delays at signal-controlled crosswalks." J. Transp. Eng., 132(11), 855-861.
11. Lee, J. Y. S., Goh, P. K., and Lam, W. H. K. (2005). "New level-of-service standard for signalized crosswalks with bi-directional pedestrian flows." J. Transp. Eng., 131(12), 957-960.
12. Lee, J. Y. S., and Lam,W. H. K. (2008). "Simulating pedestrian movements at signalized crosswalks in Hong Kong." Transp. Res., Part A, 42(10), 1314-1325.
13. Nagel, K., and Schreckenberg, M. (1992). "A cellular automaton model for freeway traffic." J. Phys. I (France), 2(12), 2221-2229.
14. Nambisan, S. S., and Karkee, G. J. (2010). "Do pedestrian countdown signals influence vehicle speeds?" Transportation Research Record 2149, Transportation Research Board, Washington, DC, 70-76.
15. Oketch, T. G. (2000). "New modeling approach for mixed-traffic streams with nonmotorized vehicles." Transportation Research Record 1705, Transportation Research Board, Washington, DC, 61-69.
16. Shi, J. G., Chen, Y. Y., Ren, F. T., and Rong, J. (2007). "Research on pedestrian behavior and traffic characteristics at unsignalized midblock crosswalk-case study in Beijing." Transportation Research Record 2038, Transportation Research Board, Washington, DC, 23-33.
17. Schroeder, B. J., and Rouphail, N. M. (2010). "Mixed-priority pedestrian delay models at single-lane roundabouts." Transportation Research Record 2182, Transportation Research Board, Washington, DC, 129-138.
18. Wang, W. H., Guo, H. W., Gao, Z. Y., and Bubb, H. (2011). "Individual differences of pedestrian behaviour in midblock crosswalk and intersection." Int. J. Crashworthiness, 16(1), 1-9.
19. Xie, D. F., Gao, Z. Y., Zhao, X. M., and Li, K. P. (2009). "Characteristics of mixed traffic flow with non-motorized vehicles and motorized vehicles at an unsignalized intersection." Physica A, 388(10), 2041-2050.
20. Yang, J., Deng, W., Wang, J., Li, Q., and Wang, Z. (2006). "Modeling pedestrians' road crossing behavior in traffic system micro-simulation in China." Transp. Res., Part A, 40(3), 280-290.
21. Zhang, Y., Duan, H. L., and Zhang, Y. (2007). "Modeling mixed traffic flow at crosswalks in micro-simulations using cellular automata." Tsinghua Sci. Technol., 12(2), 214-222.
22. Zhao, X. M., Jia, B., and Gao, Z. Y. (2009). "Traffic interactions between motorized vehicles and nonmotorized vehicles near a bus stop." J. Transp. Eng., 135(11), 894-906.