[M].Baltimore and London:The Johns Hopkins University Press,1987.
[2]
KANELLAIDIS G,GOLIAS J,EFSTATHIADIS S.Driver's Speed Behavior on Rural Road Curves
[3]
[J].Traffie Engineering and Control,1990,31:414-415.
[4]
KRANMES R A,BRACKEIT R A,SHAFFER M A,et al.Horizontal Alignment Design Consistency for Rural Two-Lane Highways
[5]
[C]//FHWA-RD-94-034.Washington,DC:1994.
[6]
胡坚明.城市交通流诱导系统理论及方法研究
[7]
[D].长春:吉林大学,2002.HU Jiang-ming.Research on Theory and Methodology for Urban Traffic Flow Guidance Srstem
[8]
[J].公路,2002(10):99-103.HE Yu-long,LU Zhong-xian,MA Guo-xiong,et al.The Vehide Stable Velocity Model on Highway Straight-line
[9]
[J].Highway,2002(10):99-103.
[10]
[J].Transportation Research,1993,27B(2):97-107.
[11]
杨昊,钟雁,钱大琳.城市交通流路段行程时间预测模型
[12]
[J].北方交通大学学报,2001,25(2):65-69.YANG Hao,ZHONG Yan,QIAN Da-lin.Forecasting Model About Travel Time of Cars in Traffic Section of Road
[13]
[J].公路交通科技,2001,18(2):44-47.YANG Zhao-sheng,SUN Xi-mei.A Practical Method of Realtime Dynamic Link Travel Tune Prediction
[14]
[J].Journal of Highway and Transportation Research and Development,2001,18(2):44-47.
[15]
赵月,杜文.公交站点设置对道路通行能力的影响分析
[16]
[J].公路交通科技,2007,24(8):136-139.ZHAO Yue,DU Wen.Study on Effect of Bus-stop on Capacity of Road Scion
[17]
[J].Journal of Highway and Transportation Research and Development,2007,24(7):95-98.
[18]
WATANATADA T.The highway Oesign and Maintenance Standards Model,Description of the HDM-à Model
[19]
WATANATADA T.Vehicle Speeds and Operating Cost,Model for Road Planning and Management
[20]
[M].Baltimore and Iondon:The Johns Hopkins University Press,1987.
[21]
[D].Changchun:Jilin University,2002.
[22]
贺玉龙,卢仲贤,马国雄,等.高速公路直线段车辆稳定运行速度模型
[23]
ANDERSON J M,BELL M G H,SAYERS T M,et al.The Short-term Prediction of Link Travel Time in Signal Controlled Road Networks
[24]
[C]//IFAC Symposium on Transportation Systems:Theory and Application of Advanced Technology,Elsevier Science.Tianjin:1994.
[25]
DAILEY D J.Travel Tune Estimation Using Cross-Correlation Techniques
[26]
[J].Journal of Northern Jiaotong University,2001,25(2):65-69.
[27]
杨兆升.关于智能运输系统的关键理论-综合路段行程时间预测的研究
[28]
[J].交通运输工程学报,2001,1(1):65-68.YANG Zhao-sheng.Study on the Synthetic Link Travel Time Prediction Model of Key Theory of ITS
[29]
[J].Journal of Traffic and Tmmportation Engineering,2001,1(1):65-68.
[30]
徐岩宇,徐岩涛.车辆线路引导系统(VRGS)引导策略的研究现状
[31]
[J].系统工程,1999,17(1):24-27.XU Yan-yu,XU Yan-tao.Literature Review of Guidance Strategy in Vehicle Route Guidance System
[32]
[J].Systems Engineering,1999,17(1):24-27.
[33]
杨兆升,孙喜梅.实时动态路段行程时间预测的一种实用方法
[34]
陈昕,杨兆升,王海洋,等.城市交通控制与诱导系统协同的信息分析与组织研究
[35]
[J].公路交通科技,2007,24(2):104-107.CHEN Xin,YANG Zhao-sheng,WANG Hai-yang,et al.Information Analysis and Organization for Coordination of Urban Traffic Control System with Urban Traffic Flow Guidance System
[36]
[J].Journal of Highway and Transportation Research and Development,2007,24(2):104-107.
[37]
[J].Journal of Highway and Transportation Research and Development,2007,24(8):136-139.
[38]
马莹莹,杨晓光,曾滢.十字环形交叉口绿灯间隔时间计算方法研究
[39]
[J].公路交通科技,2007,24(7):95-98.MA Ying-ying,YANG Xiao-guang,ZENG Ying.Calculating Method of Intergrecn Interval for Roundabout
