Journal of South China University of Technology(Natural Science Edition) ›› 2024, Vol. 52 ›› Issue (1): 83-89.doi: 10.12141/j.issn.1000-565X.220785
• Traffic & Transportation Engineering • Previous Articles Next Articles
DONG Chunjiao1 LU Yuxiao1 MA Sheqiang2 LI Penghui1 ZHUANG Yan1
Received:
2022-11-29
Online:
2024-01-25
Published:
2023-04-21
Contact:
马社强(1973-),男,博士,副教授,主要从事交通安全与智能交通研究。
E-mail:masheqiang@163.com
About author:
董春娇(1982-),女,博士,教授,主要从事交通安全、出行行为分析与智能交通研究。E-mail:cjdong@bjtu.edu.cn
Supported by:
CLC Number:
DONG Chunjiao, LU Yuxiao, MA Sheqiang, et al.. Analyzing and Modeling of Multi-Class E-Bikes Violation Behaviors at Signalized Intersection[J]. Journal of South China University of Technology(Natural Science Edition), 2024, 52(1): 83-89.
Table 1
Data of non-motor vehicle riders traffic behavior at signalized intersections"
类别 | 变量 | 电动自行车 | 传统自行车 | 电动三轮车 | |||
---|---|---|---|---|---|---|---|
数量/辆 | 占比/% | 数量/辆 | 占比/% | 数量/辆 | 占比/% | ||
性别 | 男性 | 4 017 | 73.90 | 2 372 | 60.65 | 366 | 96.32 |
女性 | 1 418 | 26.10 | 1 539 | 39.35 | 14 | 3.68 | |
年龄 | 青年(<30岁) | 732 | 13.47 | 2 348 | 60.04 | 19 | 5.00 |
中老年(≥30岁) | 4 703 | 86.53 | 1 563 | 39.96 | 361 | 95.00 | |
通过类型 | 正常骑行 | 3 043 | 55.99 | 2 489 | 63.64 | 217 | 57.11 |
闯红灯骑行 | 331 | 6.09 | 108 | 2.76 | 21 | 5.53 | |
占用机动车道骑行 | 387 | 7.12 | 111 | 2.84 | 45 | 11.84 | |
逆向骑行 | 950 | 17.48 | 841 | 21.50 | 67 | 17.63 | |
越线等待 | 724 | 13.32 | 362 | 9.26 | 30 | 7.89 | |
合计 | 5 435 | 100.00 | 3 911 | 100.00 | 380 | 100.00 |
Table 4
Categorical impact factors for e-bike violation behaviors"
类别 | 影响因素 | 组别 | 频数 | 占比/% |
---|---|---|---|---|
骑行者属性 | 性别 | 男 | 6 755 | 69.45 |
女 | 2 971 | 30.55 | ||
年龄 | 青年 | 3 099 | 31.86 | |
中老年 | 6 627 | 68.14 | ||
车辆属性 | 非机动车类型 | 电动自行车 | 5 435 | 55.88 |
传统自行车 | 3 911 | 40.21 | ||
电动三轮车 | 380 | 3.90 | ||
信号交叉口特征 | 信号相位 | 两相位 | 3 006 | 30.90 |
三相位 | 3 327 | 34.20 | ||
四相位 | 3 393 | 34.90 | ||
高峰时段 | 早高峰 | 4 472 | 45.98 | |
晚高峰 | 5 254 | 54.02 | ||
机非隔离方式 | 白线 | 5 967 | 61.35 | |
物理隔离 | 3 759 | 38.65 | ||
有无协管员 | 无 | 5 860 | 60.25 | |
有 | 3 866 | 39.75 | ||
有无左转专用相位 | 无 | 4 470 | 45.96 | |
有 | 5 256 | 54.04 | ||
交通流特性 | 组群规模 | 车辆数<5 | 3 822 | 39.30 |
车辆数在5~10 | 2 069 | 21.27 | ||
车辆数>10 | 3 835 | 39.43 |
Table 5
Continuous impact factors for e-bike violation behaviors"
类别 | 影响因素 | 最大值 | 最小值 | 平均值 | 标准差 |
---|---|---|---|---|---|
信号交叉口特征 | 非机动车道宽度/m | 6.00 | 2.00 | 3.62 | 1.15 |
右侧进口道宽度/m | 48.50 | 8.00 | 33.99 | 10.42 | |
信号交叉口宽度/m | 48.50 | 8.00 | 35.05 | 9.24 | |
信号交叉口与非机动车道宽度比值 | 21.50 | 4.00 | 10.34 | 3.79 | |
交通流特性 | 进口道非机动车交通量/(pcu·h-1) | 489.12 | 11.04 | 231.50 | 74.06 |
进口道机动车交通量/(pcu·h-1) | 1 752.00 | 6.00 | 842.80 | 368.20 | |
非机动车与机动车交通量比值 | 5.26 | 0.09 | 0.36 | 0.33 |
Table 7
Model results of multi-class violation behaviors of e-bike at signalized intersections"
变量 | 闯红灯骑行 | 占用机动车道骑行 | 越线等待 | 逆向骑行 | ||||||||
---|---|---|---|---|---|---|---|---|---|---|---|---|
回归 系数 | P值 | OR值 | 回归 系数 | P值 | OR值 | 回归 系数 | P值 | OR值 | 回归 系数 | P值 | OR值 | |
女性/男性 | -0.242 | 0.047 | 0.785 | 0.161 | 0.030 | 1.175 | 0.239 | 0.000 | 1.269 | |||
中老年/青年 | 0.634 | 0.000 | 1.885 | 0.800 | 0.000 | 2.226 | 0.395 | 0.000 | 1.485 | 0.558 | 0.000 | 1.748 |
传统自行车/电动自行车 | -0.472 | 0.001 | 0.624 | -0.627 | 0.000 | 0.534 | -0.436 | 0.000 | 0.646 | 0.244 | 0.000 | 1.276 |
电动三轮车/电动自行车 | -0.620 | 0.003 | 0.538 | |||||||||
物理机非隔离/白线 | -2.018 | 0.000 | 0.133 | 0.261 | 0.001 | 1.298 | ||||||
晚高峰/早高峰 | 0.738 | 0.000 | 2.091 | |||||||||
有/无协管员 | -0.789 | 0.000 | 0.454 | 0.824 | 0.000 | 2.280 | -0.702 | 0.000 | 0.496 | -0.649 | 0.000 | 0.523 |
有/无左转专用相位 | -2.186 | 0.000 | 0.112 | -0.463 | 0.001 | 0.629 | -0.647 | 0.000 | 0.524 | |||
非机动车道宽度 | -0.608 | 0.000 | 0.544 | -0.102 | 0.005 | 0.903 | ||||||
信号交叉口宽度 | 0.090 | 0.000 | 1.094 | 0.053 | 0.000 | 1.055 | ||||||
右侧进口道宽度 | -0.016 | 0.006 | 0.984 | 0.026 | 0.000 | 1.026 | 0.040 | 0.000 | 1.041 | |||
非机动车组群规模5~10/<5 | -1.631 | 0.000 | 0.196 | -0.770 | 0.000 | 0.463 | 1.963 | 0.000 | 7.122 | 1.004 | 0.000 | 2.730 |
非机动车组群规模>10/<5 | -5.022 | 0.000 | 0.007 | -5.057 | 0.000 | 0.006 | 0.656 | 0.000 | 1.927 | -1.141 | 0.000 | 0.320 |
非机动车交通量(辆/5 min) | 0.013 | 0.000 | 1.014 | 0.014 | 0.000 | 1.014 | 0.004 | 0.004 | 1.004 | |||
机动车交通量(辆/5 min) | -0.019 | 0.000 | 0.981 | -0.009 | 0.016 | 0.991 | ||||||
非机动车与机动车交通量比值 | -1.149 | 0.000 | 0.317 | 0.218 | 0.001 | 1.244 |
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