[1] Yang Xiaoguang, Pu Wenjing, Long Liang.Traffic signal warrant study based on traffic conflict analysis for uncontrolled intersections[J].Journal of Tongji University:Natural Science, 2005, 33(12):1596-1599.(in Chinese)
[2] Xu Liangjie.Research on the optimization control technology for single signalized-intersection[D].Nanjing:School of Transportation of Southeast University, 2005.(in Chinese)
[3] Jardin Matt R.Grid-based strategic air traffic conflict detection[C]//Collection of Technical Papers:v1, AIAA Guidance, Navigation, and Control Conference 2005.Reston:American Institute of Aeronautics and Astronautics Inc., 2005:60-70.
[4] Li Suyan, Yang Dongyuan, Xiong Qian.The relationship model between traffic volume and traffic conflict at the merging points of urban tunnel entrance[C]//International Conference on Transportation Engineering 2007.Reston:American Society of Civil Engineers, 2007:980-985.
[5] Rui Neves-Silva, Maria Marques.Traffic flow-density models based on systems theory[C]//Proceedings of the 2007 American Control Conference.Piscataway:Institute of Electrical and Electronics Engineers Inc., 2007:3139-3143.
[6] Cowan R J.Useful headway models[J].Transportation Research, 1975, 9(6):371-375.
[7] Daamen Winnie, Hoogendoorn Serge P, Bovy Piet H L.First-order pedestrian traffic flow theory[J].Transportation Research Record, 2005, 1934:43-52.
[8] Liu Jiang, Lü Jinyan, Rong Jian, et al.Headway distribution models and their application on two-lane highway in mountainous areas [J].Journal of Transportation Engineering and Information, 2004, 2(4):16-22.(in Chinese)
[9] Huang Wenzhong, Yang Peikun.Delays of pedestrians and vehicles at the non-signalized zebra crossing [J].Journal of Tongji University:Natural Science, 1995, 23(1):31-36.(in Chinese)