[1] American Association of State Highway and Transportation Officials.Guide for the development of bicycle facilities [R].1999.[2]李建新,毛保华.混合交通环境下有信号平面交叉口通行能力研究 [J].交通运输系统工程与信息,2001,1(2):119-123. [LI J X,MAO B H.Capacity analysis to signalized intersections under mixed traffic environment [J].Journal of Communication and Transportation Systems Engineering and Information,2001,1(2):119-123 ].[3]贾顺平, 彭宏勤, 郭谨一, 等. 城市混合交通中自行车对机动车行驶影响的定量分析 [J]. 交通运输系统工程与信息, 2008, 8 (2): 58-63. [JIA S P, PENG H Q, GUO J Y, et al. Quantitative analysis of impact of bicycles on vehicles in urban mixed traffic [J]. Journal of Transportation Systems Engineering and Information Technology, 2008, 8 (2): 58-63 ].[4]Botma H. Method to determine levels of service for bicycle paths and pedestrianbicycle paths [J]. In Transportation Research Record 1502, TRB, National Research Council, Washington, D.C., 1995:38-44.[5]关宏志, 陈艳艳, 刘小明, 等. 基本路段机非混合交通流的解析模型 [J ]. 北京工业大学学报, 2001, 27(1): 12-15. [GUAN H Z,CHEN Y Y, LIU X M,et al. An analysis model for mixed traffic flow on street [J]. Journal of Beijing Polytechnic University, 2001, 27(1): 12-15. ][6]Hossain M, McDonald M. Modeling the imPaets of reducing nonmotorized traffic in urban corridors of developing cities [J]. Transportation Research PartA, 1998, 32(4): 247-260.[7]李新刚, 高自友, 赵小梅,等. 混合非机动车流的多值元胞自动机模型模拟研究 [J]. 物理学报, 2008, 57(8):4777-4785. [LI X G, GAO Z Y, ZHAO X M, et al. Multivalue cellular automata model for mixed nonmotorized traffic flow [J]. Acta Physica Sinica, 2008, 57(8):4777-4785. ][8]王华东, 吴铁军. 一种新的交通流矢量场微观模型 [J]. 中国公路学报, 2003, 16 (2): 99-102. [WANG H D, WU T J. New vector field microcosmic model for traffic flow [J]. China Journal of Highway and Transport, 2003, 16 (2): 99-102. ][9]黄玲. 混合交通流无信号交叉口自行车微观行为研究 [D]. 北京: 北京交通大学, 2007. [HUANG L. Study on the cyclist’s behaviors at nonsignalized intersections under mixed traffic flow conditions [D]. Ph.D. thesis, Beijing Jiaotong University, China, 2007. ][10] Liang X, Perceptual process for bicyclist microcosmic behavior [C]. International Conference of Traffic and Transportation Studies, ICTTS, 2012. (forthcoming)[11]Helbing D, Farkas I,Vicsek T. Simulating dynamical features of escape panic [J]. Nature, 2000, 407(28):487-490.[12]K. G. Hooper, H W McGee. Driver perceptionreaction time: are revisions to current specifications in order? [J]Transportation Research Record, 1983, 904: 21-30.[13]中国公路学会. 交通工程手册 [M]. 中国交通出版社, 1998. [China Highway and Transportation Society. Traffic engineering handbook [M]. China Communications Press, 1998. ] |