期刊文献+

城市道路T形交叉口斜行斑马线设计研究 被引量:2

Study on the Diagonal Zebra Crossing in the T-shaped Intersection of Urban Road
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摘要 针对左转机动车流量大、行人斜向过街需求高的T形交叉口,结合交叉口车流、行人流的交通特性,提出了一种左转机动车和斜向行人协同过街的思路,在交叉口内设置斜行斑马线和Z字形人行横道,以降低交叉口整体延误及人-机冲突;并建立了基于人-机冲突的交叉口平均延误模型,该模型能实现交叉口交通冲突、交通延误的合理计算;最后,选取武汉市一个典型的T形交叉口对该方法进行了验证,利用所建模型和VISSIM仿真两种方法进行验证,结果表明,改善后的平均延误降低了34.6%. When the T-shaped intersection having many left-turning vehicles and large demand of diago-nal pedestrians, combined with the traffic characteristics of the vehicles and pedestrians ,a left-turning vehicles is presented and the design method of diagonal pedestrians crossing the street together, and set diagonal lines of a zebra crossing and "Z" type pavement in the intersection. Comprehensive consid-ering the traffic conflicts and traffic delays , the average delay model of pedestrian-vehicle conflict ,is established it puts pedestrian and vehicle as a whole to consider, which can directly reflect the degree of con-flict; Finally, selecting a typical T intersection in Wuhan city for example, through the model and VISSIM simulation verification, the results show that the improved average delay was reduced by 34.6%.
出处 《武汉理工大学学报(交通科学与工程版)》 2014年第2期393-397,共5页 Journal of Wuhan University of Technology(Transportation Science & Engineering)
基金 国家自然科学基金项目(批准号:51008241) 博士后基金项目(批准号:2012M511290)资助
关键词 斜行斑马线 协同设计 “Z”字型人行道 人-机冲突 延误模型 VISSIM仿真 diagonal lines of a Zebra crossing collaborative design "Z" type pavement pedestrian-vehiele conflict delay model VISSIM simulation
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参考文献7

  • 1RAYMOND P D, KNOBLAUCH R L. The effect of crosswalk markings on vehicle speeds[J] . TRB, Washington D. C2000,112-117.
  • 2SISIOPIKUA V. P,AKIN D. Pedestrian behaviors at and perceptions towards various pedestrian facilities: and examination based on observation and survey data [J]. Transportation Research Part F 2003.6. 249-274.
  • 3LORD D. Analysis of Pedestrian conflicts left-turning traffic . Transportation Research Record, 2006, No. 1982:61-67.
  • 4中国日报网环球在线.为缓解交通拥堵,伦敦斥资500万建“对角线”人行道[N].2009-11-04.
  • 5ISHAQUE M M, NOLAND R B. Behavioural issues in pedestrian speed choice and street crossing behav- iour:a review[J]. Transport Reviews, 2008,28 (1) :61- 85.
  • 6高利平,陈绍宽,梁肖,谢美全.基于人行横道位置的行人-机动车延误模型[J].吉林大学学报(工学版),2009,39(S2):47-51. 被引量:4
  • 7任刚,顾程,陆丽丽,周竹萍,丁晨滋.信号交叉口过街行人与机动车冲突危险度建模[J].交通运输系统工程与信息,2012,12(5):76-81. 被引量:11

二级参考文献20

  • 1张力为,陈燕,胡家兴,刘树勇.城市干道无信号控制人行横道行人过街特性分析[J].大连海事大学学报,2006,32(2):79-81. 被引量:17
  • 2孙智勇,葛书芳,荣建,李美玲.行人交通的数据采集方法研究[J].北京工业大学学报,2006,32(6):530-533. 被引量:15
  • 3余鑫,张贵宾,段力.行人穿越车流的特征性研究[J].道路交通与安全,2006,6(7):18-20. 被引量:4
  • 4裴玉龙,冯树民.城市行人过街速度研究[J].公路交通科技,2006,23(9):104-107. 被引量:48
  • 5Dhillon P K,Lightstone A S,PeekAsa C,et al.Assessmen to hospital and police a scertainment of automobil versus childhood pedestrian and bicyclist colisions[J]. Accident Analysis and Prevention, 2001, 33: 529-537..
  • 6Halkidi M, Batistakis Y,Vazirgiannis M.On clustering validation techniques [J]. Intelligent Information Systems Journal, 2001, 17: 107-145. .
  • 7Brown G R, et al. Evaluation of urban intersection improvements using traffic conflicts [C]. Insurance Corporation of British Columbia, Vancouver, B. C., Canada, 1986.
  • 8Karim I,et al.Automated analysis of pedestrianvehicle conflicts using video data [J]. Transportation Research Record: Journal of the Transportation Research Board, 2009, 2140:44-54..
  • 9Javid M,Seneviratne P N. Applying conflict technique to pedestrian safety evaluation [J]. ITE Journal, Washington D. C. 1991, 61(3): 21-26..
  • 10Schroeder B J.A behavior-based methodology for e-valuating pedestrian-vehicle interaction at crosswalks. . 2008

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