期刊文献+

考虑右转车二次冲突的信号交叉口行人过街安全评价方法 被引量:1

Safety evaluation method for pedestrians crossing street at signalized intersection considering secondary conflict of right-turn vehicles
原文传递
导出
摘要 为研究信号交叉口右转车二次冲突过程中行人过街的安全性,选择云南省昆明市3个信号交叉口作为研究对象,利用交通冲突分析软件T-Analyst获取车辆轨迹数据和交通冲突数据。采用多角度的安全评价方法:基于DV框架判断人-车冲突的初始情况;采用交通冲突指标PET_(S)和PET_(H)、最大拒绝间隙与接受间隙、平均过街车速分析行人过街的安全性。结果表明:相比于次要冲突,主要冲突中行人面对的冲突初始情况更加危险,行人选择有风险过街的频率也更高。车辆的过街行为、交通冲突指标PET_(S)和PET_(H)、最大拒绝间隙、接受间隙、临界间隙等指标在右转车二次冲突中没有明显区别,但次要冲突的平均过街车速明显高于主要冲突的平均过街车速,行人过街的潜在风险在次要冲突处更高。 In order to study the safety of pedestrians crossing the street during the second conflict between people and vehicles at signalized intersections,three signalized intersections in Kunming City,Yunnan Province were selected as the research objects,and the traffic conflict analysis software T-Analyst was used to obtain vehicle trajectory data and traffic conflict data.A multi-angle safety evaluation method was adopted,based on the DV framework to judge the initial situation of the person-vehicle conflict,the traffic conflict indicators PET_(S) and PET_(H),the maximum rejection gap and acceptance gap,and the average crossing speed to analyze the safety of pedestrians crossing the street.The results show that compared with the secondary conflict,the initial conflict situation faced by pedestrians in the primary conflict is more dangerous,and the frequency of pedestrians choosing to cross the street at risk is also higher.There is no significant difference in the secondary human-vehicle conflict in the indicators such as vehicle crossing behavior,traffic conflict indicators PET_(S) and PET_(H),maximum rejection gap,acceptance gap,and critical gap.However,the average crossing speed of the secondary conflict was significantly higher than that of the primary conflict,and the potential risk of pedestrian crossing was higher in the secondary conflict.
作者 程国柱 盛林 王浩宇 冯天军 CHENG Guo-zhu;SHENG Lin;WANG Hao-yu;FENG Tian-jun(School of Traffic and Transportation,Northeast Forestry University,Harbin 150040,China;School of Transportation Science and Engineering,Jilin University of Architecture,Changchun 130118,China)
出处 《吉林大学学报(工学版)》 EI CAS CSCD 北大核心 2024年第7期1903-1912,共10页 Journal of Jilin University:Engineering and Technology Edition
基金 黑龙江省重点研发计划项目(JD22A014) 吉林省教育厅科学技术研究项目(JJKH20210270KJ)。
关键词 交通运输系统工程 右转车二次冲突 信号交叉口 安全评价 engineering of communications and transportation system secondary conflict of right-turn vehicle signalized intersection safety evaluation
  • 相关文献

参考文献3

二级参考文献20

  • 1杨晓光,蒲文静,龙亮.基于交通冲突分析的交叉口机动车信号灯设置[J].同济大学学报(自然科学版),2005,33(12):1596-1599. 被引量:18
  • 2潘福全,陆键,项乔君,张国强.无信号平面交叉口安全服务水平计算模型[J].交通运输工程学报,2007,7(4):104-111. 被引量:23
  • 3National Academy Sciences. Highway Capacity Manu- al 2000 [M]. Washington DC. Transportation Re- search Board, 2000.
  • 4POLUS A,LAZAR S S, LIVNEH M. Critical Gap as a Function of Waiting Time in Determining Round- about Capacity[J]. Journal of Transportation Engi- neering, 2003,129 (5) : 504-509.
  • 5HAMED M M,EASA S M,BATAYNEH R R. Dis- aggregate Gap-acceptance Model for Unsignalized T- intersections[J]. Journal of Transportation Engineer- ing, 1997,123(1) . 36-42.
  • 6National Academy Sciences. Highway Capacity Manu- al 2010 I-M]. Washington DC: Transportation Re- search Board, 2010.
  • 7CHENG J,YANG X,DENG W, et al. Driver's Criti- cal Gap Calibration at Urban Roundabouts: A Case Study in China[-J3. Tsinghua Science and Technology, 2008,13 (2) :237-242.
  • 8MILLER A J. A Note on the Analysis of Gap-accept- ance in Traffic[J]. Journal of the Royal Statistical So- ciety:Series C,1974,23(1) :66-73.
  • 9BRILON W, KOENIG R, TROUTBECK R J. Useful Estimation Procedures for Critical Gaps [J]. Trans- portation Research Part A, 1999,33 (3) : 161-186.
  • 10郭瑞军,王笑京,王晚香.环形交叉口临界间隙的计算及仿真[c]//中国系统工程学会.中国系统工程学会第十八届学术年会论文集——A13其他管理领域的创新研究成果问题.北京:中国系统工程学会,2014:28—32.

共引文献5

同被引文献5

引证文献1

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