上海大学学报(自然科学版) ›› 2013, Vol. 19 ›› Issue (3): 315-318.doi: 10.3969/j.issn.1007-2861.2013.03.018

• 数理化科学 • 上一篇    下一篇

无信号交叉口行人过街决策行为分析

韦艳芳1,2, 时伟3, 邝华4, 宋涛1, 董力耘1   

  1. 1. 上海大学 上海市应用数学和力学研究所, 上海 200072; 2. 玉林师范学院 物理科学与工程技术学院, 广西 玉林 537000; 3. 梧州学院 数理系, 广西 梧州 543002; 4. 广西师范大学 物理科学与技术学院, 广西 桂林 541004
  • 收稿日期:2013-01-27 出版日期:2013-06-30 发布日期:2013-06-30
  • 通讯作者: 董力耘(1971—), 男, 副教授, 博士, 研究方向为交通流理论. E-mail:dly@shu.edu.cn
  • 基金资助:

    国家自然科学基金资助项目(11047003, 11162019, 11172164, 11262005, 10962002, 10902076)

Decision-Making Behavior of Pedestrians at Intersection without Traffic Lights

WEI Yan-fang1,2, SHI Wei3, KUANG Hua4, SONG Tao1, DONG Li-yun1   

  1. 1. Shanghai Institute of Applied Mathematics and Mechanics, Shanghai University, Shanghai 200072, China; 2. College of Physical Science and Technology, Yulin Normal University, Yulin 537000, Guangxi, China; 3. Department of Physics and Mathematics, Wuzhou University, Wuzhou 543002, Guangxi, China; 4. College of Physics and Technology, Guangxi Normal University, Guilin 541004, Guangxi, China
  • Received:2013-01-27 Online:2013-06-30 Published:2013-06-30

摘要: 通过分析拟合广西梧州市中心城区无信号交叉口的实测数据, 研究了行人的过街决策行为和过街速度, 并在此基础上, 引入了行人决策距离和临界安全距离两个概念. 实测数据表明, 交通平常期行人过街速度在平均速度附近变化: 如果考虑行人在路边的等待时间, 行人的平均过街速度为0.6 m/s; 如果不考虑行人在路边的等待时间,行人的平均过街速度为0.8 m/s. 经统计学D’Agostino法检验发现,交通平常期行人过街的平均速度分布不满足正态分布.

关键词: 过街速度, 交通流, 决策行为, 行人流

Abstract: This paper conducts a set of field measurements to obtain data of decision-making behavior and crossing speed of pedestrians at an intersection without traffic lights in downtown Wuzhou, Guangxi. The concepts of decision-making distance and critical safety distance are introduced through analysis and fitting of statistical data. The observed data show that pedestrians’ crossing speed at off-peak hour fluctuates around the mean speed and does not perfectly obey the normal distribution based on the D’Agostino test. The mean speed at off-peak hour is only 0.6 m/s when the waiting time is counted, whereas it is 0.8 m/s without considering the waiting time.

Key words: crossing speed, decision-making behavior, pedestrian flow, traffic flow

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