Journal of South China University of Technology(Natural Science Edition) ›› 2026, Vol. 54 ›› Issue (3): 65-78.doi: 10.12141/j.issn.1000-565X.250092
• Intelligent Transportation System • Previous Articles Next Articles
XING Yan1,2, GUO Sihao1, ZHANG Zhen2,3, PAN Xiaodong2,3, AN Dong1,4
Received:2025-04-01
Online:2026-03-25
Published:2025-10-31
Contact:
郭思豪(1999 —),男,硕士,主要从事智能交通研究。
E-mail:27129433@qq.com
About author:邢岩(1985—),男,博士,教授,主要从事智能交通研究。E-mail: xingyan@sjzu.edu.cn
Supported by:CLC Number:
XING Yan, GUO Sihao, ZHANG Zhen, PAN Xiaodong, AN Dong. CGT-YOLO-Based Algorithm for Small-Target Traffic Sign Recognition[J]. Journal of South China University of Technology(Natural Science Edition), 2026, 54(3): 65-78.
Table 1
Dataset labels"
| 类别 | 标志 | 英文 | 缩写 |
|---|---|---|---|
| 禁令标志 | 禁止驶入 | No Entry | NE |
| 禁止向左转弯 | No Left Turn | NLT | |
| 禁止向右转弯 | No Right Turn | NRT | |
| 禁止直行 | No Straight Through | NST | |
| 禁止掉头 | No U-Turn | NUT | |
| 禁止超车 | No Overtaking | NO | |
| 禁止车辆停放 | No Parking | NP | |
| 限制标志 | Regulatory Sign | RS | |
| 指示标志 | 直行 | Straight Ahead | SA |
| 向左转弯 | Turn Left | TL | |
| 向右转弯 | Turn Right | TR | |
| 允许掉头 | U turn | UT | |
| 分隔带右侧行驶 | Keep Right | KR | |
| 分隔带左侧行驶 | Keep Left | KL | |
| 人行横道 | Pedestrian Crossing | PC | |
| 机动车行驶 | Motor Vehicles Only | MVO | |
| 非机动车行驶 | Non-Motor Vehicles Only | NMVO | |
| 警告标志 | 交叉口 | Intersection | IN |
| 隧道 | Tunnel | TU | |
| 注意行人 | Caution: Pedestrians | CP | |
| 注意儿童 | Caution: Children | CC | |
| 车道变少 | Lane Reduction | LR |
Table 4
Ablation study results on small target traffic sign dataset"
| YOLOv5s | C | G | T | mAP @0.50 | mAP @0.50∶0.95 | 精确率 | 召回率 |
|---|---|---|---|---|---|---|---|
| √ | 0.971 6 | 0.761 8 | 0.965 8 | 0.946 2 | |||
| √ | √ | 0.970 5 | 0.767 3 | 0.969 5 | 0.947 3 | ||
| √ | √ | 0.979 0 | 0.768 3 | 0.969 6 | 0.952 1 | ||
| √ | √ | 0.980 1 | 0.778 0 | 0.968 2 | 0.951 5 | ||
| √ | √ | √ | 0.966 9 | 0.767 8 | 0.972 0 | 0.952 4 | |
| √ | √ | √ | 0.980 5 | 0.781 7 | 0.972 9 | 0.953 5 | |
| √ | √ | √ | 0.981 1 | 0.784 6 | 0.974 8 | 0.953 3 | |
| √ | √ | √ | √ | 0.982 3 | 0.787 8 | 0.974 7 | 0.957 9 |
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