北京市道路信号交叉口自行车和行人的行为研究

交通运输系统工程与信息 ›› 2004, Vol. 4 ›› Issue (2): 105-114 .

北京市道路信号交叉口自行车和行人的行为研究

吴建平1，黄岭2，赵坚利3

1. 中英ITS联合研究中心，南开普敦大学，土木工程与环境学院； 2.中英ITS联合研究中心，北京交通大学运输学院，北京 100044

收稿日期:2004-02-04 修回日期:1900-01-01 出版日期:2004-05-01 发布日期:2004-05-01

The Behavior of Cyclists and Pedestrians at Signalized Intersections in Beijing

WU Jian-ping1, HUANG Ling2, ZHAO Jian-li2

1. UK-China Joint ITS Centre, School of Civil Engineering and the Environment, University of Southampton; 2. UK-China Joint ITS Centre, Transportation College, Beijing Jiaotong University, Beijing 100044, China

Received:2004-02-04 Revised:1900-01-01 Online:2004-05-01 Published:2004-05-01

摘要/Abstract

摘要： 对北京市信号交叉口的自行车和行人在混合交通流中的微观行为进行研究分析。研究中使用视频采集技术和数据分析技术来收集和分析自行车和行人在交叉口的行为。论文的主要研究结果是信号交叉口字自行车和行人的各种微观行为特征和基础行为模型，这些结果有助于理解信号交叉口混合交通流的行为，并为城市混合交通流的微观交通模拟模型提供基础数据和理论依据。

关键词: 交通运输安全工程, 自行车行为, 行人行为, 间隙／延迟, 接受行为, 混合交通流, 微观交通模拟

Abstract: Investigations have been carried out at a signalized intersection in Beijing to study the behavior of cyclists and pedestrains in mixed traffic situations. Video cameras and data analysis technologies have been used to collect and analyze image data of cyclists and pedestrains at the signalized intersection. Results are useful for understanding the performance of mixed traffic at signalized intersections, and for building microscopic simulation models for urban mixed traffic.

Key words: cyclists behavior, pedestrain behavior, gap/lag acceptance, mixed traffic, microscopic traffic simulation

吴建平1,黄岭2,赵坚利3. 北京市道路信号交叉口自行车和行人的行为研究[J]. 交通运输系统工程与信息, 2004, 4(2): 105-114 .

WU Jian-ping1, HUANG Ling2, ZHAO Jian-li2. The Behavior of Cyclists and Pedestrians at Signalized Intersections in Beijing[J]. Journal of Transportation Systems Engineering and Information Technology, 2004, 4(2): 105-114 .

导出引用管理器 EndNote|Ris|BibTeX

链接本文: http://www.tseit.org.cn/CN/abstract/abstract17150.shtml

http://www.tseit.org.cn/CN/Y2004/V4/I2/105

参考文献

[1] Dean Taylar, Hani Mahmassani. Bicyclist and Motorist Gap Acceptance Behavior in Mixed-Traffic[A]. Presented at the 78th Annual Meeting of the Transportation Research Board and Publication in Transportation Research Record November 1998.
[2] Opiela K, Khasnabis S, Datta T. Determination of the Characteristics of Bicycle Traffic at Urban Intersections[J]. In Transportation Research Record743, TRB. National Research Countil, Washington, D. C. ,1980:30-37.
[3] Taylor D. Analysis of Traffic Signal Clearance Interval Requirements for Bicycle-Automobile Mixed Traffic[J]. In Transportation Research Record 1405, TRB, National Research Council, Washington D. C. ,1993: 13-20.
[4] Pein W. Bicyclist Performance on a Multiuse Trail In Transportation Research Record 1578, TRB, National Research Council, Washington, D. C. , 1997: 127-131
[5] Forester J. Bicycle Transportation. MIT Press, (1st edition). Cambridge, Mass, 1983.
[6] Xu Jiqian er al. China Traffic Engineering Manual, Chapter 10. Pedestrain and Bicycle Traffic, 1995.
[7] Dewar R E. Driver and pedestrian characteristics[J]. in J. Pline(Ed.). Traffic control devices handbook, Washington, D. C. : Author, 1992
[8]Federal Highway Adiministration(FHWA). US Department of Transportation. Manual on uniform traffic control devices for streets and highways. Washington, DC: Transportation Research Board, National Research Council, 1988.
[9] Knoblauch R L, Pretrucha M T, & Nitzburg M. Field studies of pedestrain walking speed an start-up time[J]. Transportation Research Record, 1996, 1538: 27-38.
[10]Washington D. C. Transportation Research Board[J]. National Research Council, 1996.
[11] Mohammed S Tarawneh. Evaluation of pedestrain speed in Jordan with investigation of some contributing factors[J]. Journal of Safety Research, 2001, 32: 229-236.

[1]	梁军，徐鹏，蔡英凤，陈龙，华国栋. 面向混合交通流的智能网联车鸣笛意图识别模型[J]. 交通运输系统工程与信息, 2019, 19(4): 55-62.
[2]	邝先验，陈自如. 设置非机动车等候区的信号交叉口交通流模型[J]. 交通运输系统工程与信息, 2019, 19(4): 179-186.
[3]	秦严严，王昊，王炜，万千. 不同CACC 渗透率条件下的混合交通流稳定性分析[J]. 交通运输系统工程与信息, 2017, 17(4): 63-69.
[4]	田丽君. 交叉口与公交站组合配置下的交通流模拟研究[J]. 交通运输系统工程与信息, 2012, 12(5): 90-96.
[5]	刘应东, 牛惠民. 多站台港湾式公交站交通流模型及仿真分析[J]. 交通运输系统工程与信息, 2012, 12(5): 97-102.
[6]	胡君辉,阳丽,孔令江,杨永栩. 考虑公交起迄站点影响的城市混合交通流研究[J]. 交通运输系统工程与信息, 2011, 11(1): 102-107 .
[7]	李晓雪,贾斌,李新刚. 公交线路对双车道交通流的影响分析[J]. 交通运输系统工程与信息, 2010, 10(5): 182-187 .
[8]	VEDAGIRI P., ARASAN V.T. . 公交优先条件下小汽车出行向公交转移的预测模型研究[J]. 交通运输系统工程与信息, 2009, 9(6): 120-129 .
[9]	陈琨,于雷. 用于交通控制策略评估的微观交通尾气模拟与实例分析[J]. 交通运输系统工程与信息, 2007, 7(1): 93-100 .
[10]	沈家军,王炜,陈峻. 基于大小两种车型的无信号交叉口等待延误研究[J]. 交通运输系统工程与信息, 2007, 7(1): 106-109 .
[11]	陈峻,王炜,梅振宇. 路边停车带设置对混合车流速度影响分析 [J]. 交通运输系统工程与信息, 2005, 5(5): 34-36 .
[12]	高永,于雷,陈旭梅,褚琴. 实验交通工程法的应用实践和理论探索——应用为微观模拟技术辅助交通流组织方案设计[J]. 交通运输系统工程与信息, 2005, 5(4): 46-52 .