[1]李文权,王炜.无信号交叉口混合车流的通行能力模型[J].东南大学学报(自然科学版),2000,30(1):107-110.[doi:10.3969/j.issn.1001-0505.2000.01.021]
 Li Wenquan,Wang Wei.Capacity Model of Mixed Traffic Flow on Unsignalized Intersection[J].Journal of Southeast University (Natural Science Edition),2000,30(1):107-110.[doi:10.3969/j.issn.1001-0505.2000.01.021]
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无信号交叉口混合车流的通行能力模型()
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《东南大学学报(自然科学版)》[ISSN:1001-0505/CN:32-1178/N]

卷:
30
期数:
2000年第1期
页码:
107-110
栏目:
交通运输工程
出版日期:
2000-01-20

文章信息/Info

Title:
Capacity Model of Mixed Traffic Flow on Unsignalized Intersection
作者:
李文权 王炜
东南大学交通学院,南京 210096
Author(s):
Li Wenquan Wang Wei
College of Traffic and Transportation Engineering, Southeast University, Nanjing 210096
关键词:
车头时距 可接受间隙 混合交通流 通行能力
Keywords:
headway gap acceptance mixed traffic flow capacity
分类号:
U491.232
DOI:
10.3969/j.issn.1001-0505.2000.01.021
摘要:
以可接受间隙理论为基础,通过利用概率论的方法,对以大车和小车2种代表车型组成的混合车流进行分析,建立了无信号交叉口混合车流的通行能力模型,发展了无信号交叉口单一车流理想条件的通行能力理论.
Abstract:
Based on the gap acceptance theory, the mixed traffic flow composed by two representative types of vehicles — heavy and light vehicles is analyzed with probability theory. Capacity model of the mixed traffic flows on the unsignalized intersection is set up, and it is an extension of capacity model for one type vehicle traffic flow.

参考文献/References:

[1] 美国交通研究委员会编.道路通行能力手册(1985年版).任福田等译.北京:中国建筑工业出版社,1991.405~447
[2] Drew D R.Traffic flow theory and control.New York:Mcgraw-Hill,1968.10~50
[3] Harders J.The capacity of unsignalized urban intersection.In:Harders J,eds.Forschung Stra β enbau und Stra β enverkehrstechnik,Heft 76 (in German).Bonn:Forschungsbericht,1968.1~26
[4] Troutbect R J.Average delay at an unsignalized intersection with two-major streams each having a dichotomized headway distribution.Transportation Science,1986,20(4):272~286
[5] Troutbect R J.Unsignalized intersection and roundabouts in Australia:recent development.In:Brilon W,eds.Intersection without traffic signals.Berlin:Spring-Verlag,1991.238~257
[6] Cowan R J.An extension of Tanner’s results on uncontrolled intersection:clarification of some issues.Queuing System,1987(1):249~263
[7] Al-Masaeid H R.Capacity of one-way yield-controlled intersections.Transportation Research Record,1995(1484):9~15
[8] Hagring O.A further generalization of Tanner’s formula.Transportation Research—Part B,1998,32(6):423~429
[9] 常玉林,王炜,曹洪.主路车流服从Erlang分布下支路通行能力研究.东南大学学报,1998,28(3):98~102

备注/Memo

备注/Memo:
基金项目: 中国博士后科学基金项目(1998924)及国家九五科技攻关资助项目(964120201).
第一作者:男, 1964年生, 博士后.
更新日期/Last Update: 2000-01-20