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高密度立交场景下驾驶人眼动特性的性别差异

陈泳潼 杨子邈 王涛 朱兴林 徐进

陈泳潼, 杨子邈, 王涛, 朱兴林, 徐进. 高密度立交场景下驾驶人眼动特性的性别差异[J]. 交通信息与安全, 2025, 43(5): 115-127. doi: 10.3963/j.jssn.1674-4861.2025.05.011
引用本文: 陈泳潼, 杨子邈, 王涛, 朱兴林, 徐进. 高密度立交场景下驾驶人眼动特性的性别差异[J]. 交通信息与安全, 2025, 43(5): 115-127. doi: 10.3963/j.jssn.1674-4861.2025.05.011
CHEN Yongtong, YANG Zimiao, WANG Tao, ZHU Xinglin, XU Jin. Gender Differences in Drivers' Eye Movement Characteristics at High-Density Interchanges[J]. Journal of Transport Information and Safety, 2025, 43(5): 115-127. doi: 10.3963/j.jssn.1674-4861.2025.05.011
Citation: CHEN Yongtong, YANG Zimiao, WANG Tao, ZHU Xinglin, XU Jin. Gender Differences in Drivers' Eye Movement Characteristics at High-Density Interchanges[J]. Journal of Transport Information and Safety, 2025, 43(5): 115-127. doi: 10.3963/j.jssn.1674-4861.2025.05.011

高密度立交场景下驾驶人眼动特性的性别差异

doi: 10.3963/j.jssn.1674-4861.2025.05.011
基金项目: 

国家自然科学基金面上项目 52172340

重庆市高校创新研究群体项目 CXQT21022

详细信息
    作者简介:

    陈泳潼(2001—),硕士研究生. 研究方向:道路交通安全. E-mail:18090628563@163.com

    通讯作者:

    徐进(1977—),博士,教授. 研究方向:人-车-路协同、交通环境影响、驾驶行为等.E-mail:yhnl_996699@163.com

  • 中图分类号: U491.2+5

Gender Differences in Drivers' Eye Movement Characteristics at High-Density Interchanges

  • 摘要: 为了分析高密度立交环境下不同性别驾驶人在驾驶过程中眼动特性的差异,在重庆市东环立交-张家梁高密度立交段开展了38个被试者(其中有1个无效数据)的实车驾驶试验,试验采集了注视点位置、注视持续时间、注视次数、扫视幅度,扫视速度、扫视频率等眼动指标。根据立交行驶的轨迹特征,将驾驶人的行驶过程划分为了驶入主线、驶出主线、主线行驶、辅道行驶4种驾驶工况。利用k-medoids动态聚类方法将驾驶人在高速公路高密度立交的视觉兴趣区划分为7个区域,并且通过马尔科夫链构建注视转移模型,对比分析了不同性别驾驶人眼动特征和注视转移规律。分析结果表明:①驾驶人的注视时间平均值主要分布在100~200 ms,其中注视时间的最大值为299.1 ms,最小值为68.0 ms;②男性与女性驾驶人在注视频率、单次注视时间、扫视幅度和扫视频率等方面存在差异,注视频率最大值男性高于女性,为2.6 n/s,最小值女性低于男性,为0.15 n/s。扫视频率最大值女性高于男性,为7.9 n/s,最小值男性低于女性,为0.8 n/s。男性驾驶人的注视频率较低,单次注视时间较长,扫视幅度和速度较高,女性驾驶人则相反;③在常规净距立交中,男性驾驶人更关注当前车道远处及右侧后视镜,女性驾驶人更注重当前车道近前及左侧后视镜。在小净距立交中,男性驾驶人对当前车道远处和左侧后视镜的关注度更高,女性驾驶人更关注当前车道及左右侧车道前方。在主线/辅道等简单驾驶场景,女性驾驶人会对道路环境观察会更细致,男性驾驶人更关注车辆速度控制和路线规划相关的信息。

     

  • 图  1  互通式立交间的距离

    Figure  1.  The distance between interchanges

    图  2  试验高密度立交群

    Figure  2.  Test high-density interchange groups

    图  3  试验平台

    Figure  3.  Test platform

    图  4  行驶工况划分

    Figure  4.  Classification of driving conditions

    图  5  眼动数据处理

    Figure  5.  Eye movement data processing

    图  6  注视点分布核密度图

    Figure  6.  Fixation distribution kernel density plot

    图  7  驾驶人d13初步聚类结果对比图

    Figure  7.  Comparison of the preliminary clustering results of the driver d13

    图  8  驾驶人视觉兴趣区划分

    Figure  8.  Driver's visual area of interest

    图  9  不同性别驾驶人注视行为特征

    Figure  9.  Box diagram of driver-fixation behavior of different genders

    图  10  不同性别驾驶人驶入/驶出主线扫视行为

    Figure  10.  Drivers of different genders driving in/out of the main line saccade behavior

    图  11  不同性别驾驶人主线/辅道行驶扫视行为

    Figure  11.  The saccade behavior of drivers of different genders on the mainline/auxiliary lane

    图  12  不同性别驾驶人扫视频率箱型图

    Figure  12.  Box diagram of drivers scanning video rate of different genders

    图  13  注视点转移过程

    Figure  13.  Fixation shift process

    图  14  常规净距不同性别驾驶人注视一步转移概率热力图

    Figure  14.  Driver-fixation one-step shift probability heat map of different genders in conventional distance interchange

    图  15  小净距男性驾驶人注视一步转移概率热力图

    Figure  15.  Male drivers-fixation one-step shift probability heat map in small-spacing interchange

    图  16  小净距不同性别驾驶人注视一步转移概率热力图

    Figure  16.  Female driver-fixation one-step shift probability heat map in small-spacing interchange

    图  17  不同性别驾驶人注视转移平稳分布柱形图

    Figure  17.  Histogram of the smooth distribution of fixation shifts among drivers of different genders

    表  1  试验立交信息统计表

    Table  1.   Test interchange information

    试验立交 立交净距/m 立交类型 行驶工况
    白杨沟-跑马坪 420 小净距立交 驶入主线
    驶出主线
    跑马坪-白杨沟 480 小净距立交 主线行驶
    辅道行驶
    跑马坪-黑石子 540 小净距立交 驶出主线
    黑石子-跑马坪 840 小净距立交 驶入主线
    黑石子-张家梁 1 100 常规净距立交 驶出主线
    张家梁-黑石子 1 400 常规净距立交 驶入主线
    下载: 导出CSV

    表  2  注视时间均值和注视频率的双因素重复测量方差分析表

    Table  2.   Two-way repeated-measures ANOVA on mean fixation duration and fixation frequency

    眼动指标 差异源 平方和 DF F Prob > F
    注视时间均值 性别 3 240.737 75 1 0.733 19 0.396 2
    注视频率 0.545 19 1 0.706 08 0.405
    下载: 导出CSV
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  • 收稿日期:  2024-11-08
  • 网络出版日期:  2026-03-05

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