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基于车联网环境的驾驶员反应时间研究 被引量:9

Research on driver reaction time in Internet of vehicles environment
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摘要 为探究车联网(IOV)环境下驾驶员反应时间规律,搭建车车互联平台进行实车跟驰实验,基于高斯混合模型(GMM)分析了车联网环境跟驰状态下驾驶员反应时间特征。通过对传统和车联网环境驾驶员反应时间实测数据拟合分布模型对比,验证了车联网环境高斯混合模型优于正态分布和对数正态分布模型,及进一步对车联网环境道路基本通行能力的修正应用。研究结果表明:车联网环境下:1)简单反应时间缩短7.94%,复杂反应时间缩短25.79%,单车道基本通行能力提升15.39%;2)驾驶员反应时间总体标准差降低32.99%,分布更为集中;3)速度对反应时间的影响不显著。 To explore the characteristics of driver reaction time in Internet Of Vehicles( IOV) environment, a vehicle-tovehicle platform was established to perform real-world driving tests. The characteristics of the following driver' s reaction time in IOV environment were analyzed based on a Gaussian Mixture Model( GMM). By comparing fitted distribution models of reaction time with the actual testing data in both traditional and networked vehicle environments, it was found that the GMM was superior to the normal distribution model and lognormal model in the IOV environment. The simple reaction time was reduced by 7. 94%, the complex reaction time was reduced by 25. 79%, and single lane basic traffic capacity was improved by 15. 39% in the IOV environment. Furthermore, the total standard deviation of the driver ' s reaction time was reduced by 32. 99% and real-time distributed more concentratedly. The effects of speed on reaction time were not significant in the IOV environment.
出处 《计算机应用》 CSCD 北大核心 2017年第A02期270-273,共4页 journal of Computer Applications
基金 重庆市"151"科技重大专项(cstc2013jcsf-zdzxqq X0003)
关键词 智能交通 车联网 高斯混合模型 反应时间 基本通行能力 intelligent transportation Internet Of Vehicles (IOV) Gaussian Mixture Model (GMM) reaction time basic traffic capacity.
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  • 1郭照庄,宋向东,张良勇,董晓芳.递归方法在窗宽选择上的应用[J].燕山大学学报,2006,30(4):293-295. 被引量:4
  • 2王殿海,陶鹏飞,金盛,马东方.跟驰模型参数标定及验证方法[J].吉林大学学报(工学版),2011,41(S1):59-65. 被引量:28
  • 3朱利平,卢一强,茆诗松.混合指数分布的参数估计[J].应用概率统计,2006,22(2):137-150. 被引量:42
  • 4WU Ning. A universal procedure for capacity determination at unsignalized ( priority-controlled ) intersections[J]. Transportation Research Part B, 2001, 35(6) : 593-623.
  • 5Transportation Research Board. Highway capacity manual 2000[M]. Washington D. C. : National Research Council, 2000 : 11-12.
  • 6JIN Xuexiang, ZHANG Yi, WANG Fa. Departure headways at signalized intersections: a log-normal distribution model approach [ J ]. Transportation Research Part C, 2009, 17(3) : 318-327.
  • 7FAIRCLOUGH S H, MAY A J, CARTER C. The effect of time headway feedback on following behaviour[J]. Accident Analysis and Prevention, 1996, 29 (3) : 387- 397.
  • 8LIP Y, SHRIVASTAVA A. Traffic flow stability induced by constant time headway policy for adaptive cruise control vehicles [J]. Transportation Research Part C, 2002, 10(4) : 275-301.
  • 9RAKHA H. Calibrating steady-state traffic stream and car-following models using loop detector data[J]. Transportation Science, 2010, 44(2) : 151-168.
  • 10MICHAEL P G, LEEMING F C, DWYER W O. Headway on urban streets: observational data and an intervention to decrease tailgating[ J ]. Transportation Research Part F, 2000, 3(2) : 55-64.

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