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基于自然驾驶试验的山区公路纵坡路段驾驶负荷分析

徐进 汪旭 林伟 王灿 邵毅明

东南大学学报(自然科学版)2017,Vol.47Issue(3):619-625,7.
东南大学学报(自然科学版)2017,Vol.47Issue(3):619-625,7.DOI:10.3969/j.issn.1001-0505.2017.03.033

基于自然驾驶试验的山区公路纵坡路段驾驶负荷分析

Analysis of driver workload on slopes of mountain highways based on naturally driving tests

徐进 1汪旭 2林伟 2王灿 2邵毅明2

作者信息

  • 1. 重庆交通大学重庆市交通运输工程重点试验室,重庆400074
  • 2. 重庆交通大学交通运输学院,重庆400074
  • 折叠

摘要

Abstract

To obtain the driver workload during travelling on slopes and the corresponding influencing factors,the field driving tests on mountain roads with complex alignment with the drivers' natural behaviors were conducted,and the operating parameters of the cars such as the vehicle running speed,the track,the acceleration,and the electrocardiograph (ECG) signal of the drivers were collected.The relationship among the vertical alignment parameters,the acceleration/deceleration rate and the heart rate increase HRI of the drivers was analyzed.The results show that there exists an interaction among the slope parameters,the acceleration rate and HRI.A weak positive correlation between the slope length and HRI exists.There is a strong correlation between HRI and the gradient,and the correlation of the downhill is stronger than that of the uphill.The longer the slope length,the higher HRI caused by an increase in the gradient.A positive correlation between HRI and the acceleration/deceleration exists.With the increase of the slope gradient,HRI is more sensitive to the changes in the acceleration/deceleration.The correlation between HRI and the deceleration of the downhills is more significant than that between HRI and the deceleration of the uphills.

关键词

山区公路/驾驶负荷/纵断面/坡度/坡长/心率增长率

Key words

mountain road/driver workload/vertical alignment/grade/slope length/heart rate increase

分类

交通工程

引用本文复制引用

徐进,汪旭,林伟,王灿,邵毅明..基于自然驾驶试验的山区公路纵坡路段驾驶负荷分析[J].东南大学学报(自然科学版),2017,47(3):619-625,7.

基金项目

国家自然科学基金资助项目(51278514,51678099)、交通运输部应用基础研究资助项目(2015319814050)、重庆市科技计划资助项目(cstc2014jcyjA30024). (51278514,51678099)

东南大学学报(自然科学版)

OA北大核心CSCDCSTPCD

1001-0505

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