期刊文献+

高速公路冰雪湿滑路面车辆换道越线时间生存分析 被引量:5

Survival Analysis of Time-to-Line Crossing of Vehicles on Snow and Slippery Road
下载PDF
导出
摘要 通过同济大学驾驶模拟器采集高速公路冰雪低摩阻路面换道驾驶行为数据,通过生存分析方法对换道越线时间(TLC)分布特征进行研究,定量分析潜在因素对越线时间的影响,并建立越线时间Cox比例风险模型。结果表明,路面摩阻系数每升高0.1或车速每提高1 km·h?1,车辆在该时刻完成越线的风险率分别提高为原来的1.14倍和1.02倍,处于跟驰状态下的车辆完成越线的风险概率提高为原来的1.29倍,越线时间相应缩短;而换道初始位置每远离目标车道1 m,风险率降低为原来的0.23倍,越线时间延长。此外,不同换道方向下的换道越线时间无显著性差异。 Lane changing behaviors on the expressway were studied by means of the driving simulator in Tongji University.The survival analysis method was adopted to study the distribution characteristics of the time-to-line crossing(TLC)in lane changing,and establish the Cox proportional hazards model by conducting semiparametric survival analysis,to quantitatively analyze the influence of potential factors on TLC.The results show that factors such as the adhesion coefficient of the pavements,the car-following state,and the driving speed of the vehicle have significant influences on the TLC value.The hazard rate of the vehicle driving following the other to finish line crossing increases by 1.29 times of the one driving freely.Besides,for each 0.1 increase in road friction coefficient or 1 km h?1 increase in vehicle speed,the hazard rate increases by 1.14 times and 1.02 times respectively,with the TLC being shortened accordingly.However,when the initial position of lane changing is 1m further away from the target lane,the hazard rate is reduced by 0.23 times and the TLC prolonged.In addition,there is no significant difference between the TLC in different directions of lane changing.
作者 柳本民 陈彦旭 管星宇 LIU Benmin;CHEN Yanxu;GUAN Xingyu(Key Laboratory of Road and Traffic Engineering of the Ministry of Education,Tongji University,Shanghai 201804,China)
出处 《同济大学学报(自然科学版)》 EI CAS CSCD 北大核心 2020年第4期517-525,共9页 Journal of Tongji University:Natural Science
基金 国家重点研发计划重点专项(2017YFC0803902)。
关键词 驾驶行为 越线时间 湿滑路面 驾驶模拟 生存分析 driving behaviors time-to-line crossing slippery road driving simulation survival analysis
  • 相关文献

参考文献14

二级参考文献121

  • 1樊晓珂.城市交通拥堵问题研究[J].中国公共安全(学术版),2007(1):48-51. 被引量:27
  • 2W van Winsum,D de Waard,K A Brookhuis.Lane change maneuvers and safety margins[J].Transportations Research,Part F,1999,2(3):139. 被引量:1
  • 3Hossein Jula,Elias B Kosmatopouls,Petros A Ioannou.Collision avoidance analysis for lane changing and merging[J].IEEE Transactions on Vehicular Technology,2000,49(6):2295. 被引量:1
  • 4Jorge A Laval,Carlos F Daganzo.Lane-changing in traffic streams[J].Transportation Research,Part B,2006,25(6):251. 被引量:1
  • 5PTV Planung Transport Verkehr AG.VISSIM user manualversion 3.70[R].Karlsruhe:PTV Company,2003. 被引量:1
  • 6FHWA.CORSIM user manual[R].Virginia:Office of Safety and Traffic Operation R & D,1998. 被引量:1
  • 7Gipps P G.A model for the structure of lane changing decisions[J].Transportation Research,Part B,1986,20(5):403. 被引量:1
  • 8FHWA.Flexibility in highway design[R].Washington D C:Department of Transportation,1997. 被引量:1
  • 9交通运输部公路科学研究院.2011年中国道路交通安全蓝皮书[M].北京:人民交通出版社,2011. 被引量:4
  • 10Fosgerau M. How a fast lane may replace a congestion toll[j]. Transportation Research Part B, 2011,45(6) : 845—851. 被引量:1

共引文献155

同被引文献35

引证文献5

二级引证文献5

相关作者

内容加载中请稍等...

相关机构

内容加载中请稍等...

相关主题

内容加载中请稍等...

浏览历史

内容加载中请稍等...
;
使用帮助 返回顶部