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基于社会力的驾驶员换道决策行为建模

杨达 苏刚 吴丹红 熊明强 蒲云

杨达, 苏刚, 吴丹红, 熊明强, 蒲云. 基于社会力的驾驶员换道决策行为建模[J]. 西南交通大学学报, 2018, 53(4): 791-797. doi: 10.3969/j.issn.0258-2724.2018.04.017
引用本文: 杨达, 苏刚, 吴丹红, 熊明强, 蒲云. 基于社会力的驾驶员换道决策行为建模[J]. 西南交通大学学报, 2018, 53(4): 791-797. doi: 10.3969/j.issn.0258-2724.2018.04.017
YANG Da, SU Gang, WU Danhong, XIONG Mingqiang, PU Yun. Modelling Drivers' Lane-Changing Decision Behaviour Based on Social Force[J]. Journal of Southwest Jiaotong University, 2018, 53(4): 791-797. doi: 10.3969/j.issn.0258-2724.2018.04.017
Citation: YANG Da, SU Gang, WU Danhong, XIONG Mingqiang, PU Yun. Modelling Drivers' Lane-Changing Decision Behaviour Based on Social Force[J]. Journal of Southwest Jiaotong University, 2018, 53(4): 791-797. doi: 10.3969/j.issn.0258-2724.2018.04.017

基于社会力的驾驶员换道决策行为建模

doi: 10.3969/j.issn.0258-2724.2018.04.017
基金项目: 

国家自然科学基金资助项目 51278429

国家自然科学基金资助项目 51408509

中央高校基本科研业务费专项资金资助项目 2682016CX046

详细信息
    作者简介:

    杨达(1985-), 男, 副教授, 研究方向为驾驶行为、交通流和车联网, E-mail:yangd8@gmail.com

  • 中图分类号: U491.2

Modelling Drivers' Lane-Changing Decision Behaviour Based on Social Force

  • 摘要: 为建立更加简单的换道决策模型和考虑换道车辆和目标车道车辆间的相互作用,在换道效用和安全间隙选择的传统方法基础上,将社会力跟驰模型与换道模型相结合,提出了一种基于社会力的驾驶员主动换道决策行为模型.首先,以社会力模型中跟驰力作为各车道运行效用函数,构建换道目标车道选择效用模型;其次,考虑换道过程车辆纵向安全性,利用跟驰力搭建换道车辆和目标车道车辆间相互作用效用模型以对安全间隙选择进行约束;最后,对所建立的模型利用NGSIM(next generation simulation)数据和MATLAB遗传算法工具箱中genetic algorithm函数对多车道下驾驶员换道决策行为(不换道、向右换道、向左换道)进行标定和验证.研究结果表明:基于社会力的主动换道决策模型能够很好地识别出驾驶员的换道决策行为,最优参数在标定数据中对不换道、向右换道、向左换道的识别率分别达到了93.44%、93.14%和90.77%,验证数据中换道决策行为识别率分别达到了86.16%、80.00%和80.27%;标定和验证的单个识别率都在80.00%以上,整体识别率分别达到92.66%和83.28%.

     

  • 图 1  车辆所受社会力示意

    Figure 1.  Diagram of the vehicle's social force

    图 2  当前车道和目标车道前车的吸引力

    Figure 2.  Attraction force derived from the front vehicle in the current and the target lane

    图 3  目标车道前后车对换道车辆的作用力

    Figure 3.  Front and rear vehicle's force of the target lane

    图 4  各车辆位置示意

    Figure 4.  Location of each vehicle

    表  1  标定参数取值

    Table  1.   Value of calibration parameters

    m/s2
    参数 b0 b1 b3 b4 b5 b6 amax ΔF
    取值范围 3~5 3~5 3~5 3~5 3~5 3~5 3~5 0~1
    下载: 导出CSV

    表  2  参数标定结果

    Table  2.   Results of the calibration parameters

    m/s2
    参数 b0 b1 b3 b4 b5 b6 amax Δ F
    标定结果 3.749 4.652 3.961 3.088 3.030 4.996 3.807 0.426
    下载: 导出CSV

    表  3  换道决策模型标定和验证识别结果

    Table  3.   Results of calibration and validation of lane-changing decision models

    %
    评价 识别率
    不换道 向右换道 向左换道 整体
    标定 93.44 93.14 90.77 92.66
    验证 86.16 80.00 80.27 83.28
    下载: 导出CSV
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出版历程
  • 收稿日期:  2017-06-19
  • 刊出日期:  2018-08-01

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