Traffic assignment by paired alternative segments

被引:137
作者
Bar-Gera, Hillel [1 ]
机构
[1] Ben Gurion Univ Negev, IL-84105 Beer Sheva, Israel
关键词
User-equilibrium; Traffic assignment; Quick-precision; Route flows; Proportionality; ALGORITHM; DECOMPOSITION; ENTROPY; MODEL;
D O I
10.1016/j.trb.2009.11.004
中图分类号
F [经济];
学科分类号
02 ;
摘要
The static user-equilibrium (UE) traffic assignment model is widely used in practice One main computational challenge in this model is to obtain sufficiently precise solutions suitable for scenario comparisons, as quickly as possible. An additional computational challenge stems from the need in practice to perform analyses based on route flows, which are not uniquely determined by the UE condition Past research focused mainly on the first aspect. The purpose of this paper is to describe an algorithm that addresses both issues. The traffic assignment by paired alternative segments (TAPAS) algorithm, focuses on pairs of alternative segments as the key building block to the UE solution A condition of proportionality, which is practically equivalent to entropy maximization, is used to choose one stable route flow solution. Numerical results for five publicly available networks, including two large-scale realistic networks, show that the algorithm can identify highly precise solutions that maintain proportionality in relatively short computation times (C) 2009 Elsevier Ltd. All rights reserved
引用
收藏
页码:1022 / 1046
页数:25
相关论文
共 40 条
[1]  
Ahuja R.K., 1993, NETWORKS FLOWS
[2]   Decomposition of path choice entropy in general transport networks [J].
Akamatsu, T .
TRANSPORTATION SCIENCE, 1997, 31 (04) :349-362
[3]  
[Anonymous], 2003, Linear programming 2: theory and extensions
[4]   Solving large-scale linear multicommodity flow problems with an active set strategy and Proximal-ACCPM [J].
Babonneau, F ;
du Merle, O ;
Vial, JP .
OPERATIONS RESEARCH, 2006, 54 (01) :184-197
[5]   Origin-based algorithm for the traffic assignment problem [J].
Bar-Gera, H .
TRANSPORTATION SCIENCE, 2002, 36 (04) :398-417
[6]  
Bar-Gera H, 1999, TRANSPORTATION AND TRAFFIC THEORY, P397
[7]  
Bar-Gera H., 2007, Traffic Engineering and Control, V48, P408
[8]  
Bar-Gera H., 2001, TRANSPORTATION NETWO
[9]   Differences among route flow solutions for the user-equilibrium traffic assignment problem [J].
Bar-Gera, Hillel ;
Luzon, Amos .
JOURNAL OF TRANSPORTATION ENGINEERING-ASCE, 2007, 133 (04) :232-239