[1] WOLFERMANN A, ALHAJYASEEN W K M, NAKAMURA H. Modeling speed profiles of turning vehicles at signalized intersections[C]// 3Rd International Conference on Road Safety and Simulation, Indianapolis, USA,2011.
[2] DAAMEN W, HOOGENDOORN S P. Pedestrian free speed behavior in crossing flows[M]// Traffic and Granular Flow’05. Springer Berlin Heidelberg, 2007: 299-304.
[3] RASTOGI R, CHANDRA S, DAS V R. Parametric study of pedestrian speeds at midblock crossings[J]. Journal of Urban Planning & Development, 2011, 137(4): 381-389.
[4] LAM W H K, MORRALL J F, HO H. Pedestrian flow characteristics in Hong Kong[J]. Transportation Research Record, 1995(1487): 56-62.
[5] QU Z W, YANG Q J, SONG X M, et al. Research on crossing speed of pedestrians based on dynamic density[J]. Applied Mechanics & Materials, 2015(744- 746): 1995-2000.
[6] 李文勇, 陈学武, 王庆, 等. 路段人行横道通行能力及过街绿灯时间计算[J]. 武汉理工大学学报(交通科学与工程版), 2006(5): 751-754. [LI W Y, CHEN X W, WANG Q, et al. Algorithm of mid-block street crossing capacity and cross- street green time[J]. Journal of Wuhan University of Technology, 2006(5): 751-754.]
[7] Transportation Research Board. Highway capacity manual[R]. Washington, D.C.: National Research Council, 2000.
[8] GB 51038-2015:城市道路交通标志和标线设置规范[S]. [GB 51038-2015:Code for Layout of Urban Road Traffic Signs and Markings[S].]
[9] SONG X, YANG Q, QU Z, et al. New model for total crossing time of pedestrian platoon at a signalized crosswalk[J]. Transportation Research Record Journal of the Transportation Research Board, 2015(2519): 67-74.
[10] 宋现敏, 杨秋杰, 曲昭伟, 等. 信号控制下人行横道人群穿越时间模型的构建[J]. 华南理工大学学报(自然科学版), 2015, 43(10): 23-28. [SONG X M, YANG Q J, QU Z W, et al. Modeling of pedestrian platoon crossing time at a signalized crosswalk[J]. Journal of South China University of Technology, 2015, 43(10): 23- 28.] |