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信号控制下人行横道宽度优化模型

Width Optimization Model of Pedestrians Crosswalk under Signal Control
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摘要 为了提高行人过街安全,本文分析了信号控制下行人过街的时空分布特性,研究行人过街空间区域最大宽度与时间和人行横道纵向位置映射关系;通过对行人流量和分担率两因素的分析,对行人过街空间区域特性进行数学描述,根据实测数据并利用轨迹提取技术获取行人时空数据,建立了满足过街时间约束下的人行横道宽度优化模型;最后利用长春市4处人行横道的行人过街时空信息,以群体过街时间为验证指标对模型进行了验证,结果显示,利用本文建立的人行横道宽度优化模型所确定的行人过街时间在3处地点分别减少5.60%、3.29%和2.58%.本文建立的基于时空安全的人行横道宽度优化方法可为人行横道宽度的设计提供理论参考和技术支持. In order to improve the safety of pedestrians in the crosswalk, a working model is developed to optimize the width of pedestrians crosswalk. Firstly, pedestrians space-time distribution under signal control is analyzed, indicating that pedestrians transverse space width present a certain relationship with time and longitudinal position. Then an optimization model is established concerning the impact of bi-direction pedestrian flow and directional split ratio on pedestrians' transverse space. At last, a case study is conducted in Changchun. The result shows that the model can fit well with actual situation and pedestrian crossing time has a decrease by 5.60%, 3.29% and 2.58% at three sites. The model pay more attention on space and time safety. And it can provide theoretical reference and technical support for the design of pedestrian crosswalk width.
出处 《交通运输系统工程与信息》 EI CSCD 北大核心 2017年第6期85-93,共9页 Journal of Transportation Systems Engineering and Information Technology
基金 国家自然科学基金~~
关键词 交通工程 建模与优化 统计分析 行人过街 过街特性 traffic engineering modeling and optimization statistic analysis pedestrians crossing crossingcharacteristics
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  • 1熊烈强,李杰,商蕾,高孝洪.路段通行能力及其服务水平指标的研究[J].武汉理工大学学报(交通科学与工程版),2004,28(4):511-514. 被引量:26
  • 2徐良杰,王炜.信号交叉口行人过街时间模型[J].交通运输工程学报,2005,5(1):111-115. 被引量:46
  • 3冯树民,裴玉龙.行人过街延误研究[J].哈尔滨工业大学学报,2007,39(4):613-616. 被引量:47
  • 4李娜.路段行人过街信号与交叉口信号协调控制研究.南京:东南大学,2004
  • 5Mohammed S Tarawneh.Evaluation of pedestrian speed in Jordan with investigation of some contributing factors.Journal of Safety Research,2001,14(32):229-236
  • 6Hoogendoom S P, Bovy P H L. Pedestrian route-choice and activity scheduling theory and models [ J ]. Transpor- tation Research Part B: Methodological, 2004, 38: 169- 190.
  • 7Alhajyaseen W, Nakamura H. Quality of pedestrian flow and crosswalk width at signalized intersections[J].IAT- SS Research,2010,34 ( 1 ) : 35-41.
  • 8Li Bai-bing. A model of pedestrians' intended waiting times for street crossings at signalized intersections [ J ]. Trans-portation Research Part B : Methodological 2013,51 : 17-28.
  • 9National Research Council. Highway capacity manual [ M ]. Washington D C: Transportation Research Board Publica- tions ,2000.
  • 10Golani A, Damti H. Model for estimating crossing times at high occupancy crosswalks [ J ]. Transportation Research Record, 2007 (2002) : 125 - 130.

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