期刊文献+

基于随机用户均衡的交通配流演化动态系统模型 被引量:7

A dynamical system model of formulating day-to-day traffic assignment based on stochastic user equilibrium
原文传递
导出
摘要 首先提出一个刻画交通配流演化的动态系统模型.该模型描述了路径流量日复一日的动态调整过程,而且其稳定状态对应于Logit随机用户均衡状态.随后分析了该模型的几个特征,包括模型稳定状态与随机用户均衡状态的等价性、模型稳定点的唯一性和模型收敛性.所提出模型被刻画作一个离散的动态系统,且具有一般的形式,文中也给出了它的一个具体形式.最后,利用一个数值算例对该动态系统模型的应用及性质进行了说明.该研究有助于更好地理解路径流量日复一日的动态调整过程. We propose a dynamical system model to formulate day-to-day traffic assignment.This model describes the dynamic adjustment process of route flows from day to day and its stationary state is equivalent to the Logit stochastic user equilibrium state.We also analyze several properties of the model,including the equivalence between the stationary state and user equilibrium state and the uniqueness and convergence of its stationary point.The model is given in discrete and general form and hence we introduce a special case of the model.Finally,we apply the model to a numerical example to illustrate its application and properties.The study is helpful for better understanding the adjustment process of route flows from day to day.
出处 《系统工程理论与实践》 EI CSSCI CSCD 北大核心 2015年第12期3192-3200,共9页 Systems Engineering-Theory & Practice
基金 国家自然科学基金(71261016) 教育部新世纪优秀人才支持计划(NCET-12-1016) 内蒙古自然科学基金(2014JQ03)
关键词 交通分配 动态系统 随机用户均衡 收敛性 traffic assignment dynamical system stochastic user equilibrium convergence
  • 相关文献

参考文献26

  • 1Sheffi Y. Urban transportation networks: Equilibrium analysis with mathematical programming methods[M]. New Jersey: Prentice-Hall, Inc., Englewood Cliffs, 1985.
  • 2Beckmann M J, McGuire C B, Winsten C B. Studies in the economics of transportation[M]. New Haven: Yale University Press, 1956.
  • 3Smith M J. Existence, uniqueness and stability of traffic equilibria[J]. Transportation Research Part B, 1979, 13(4): 259-304.
  • 4Dafermos S C. Traffic equilibrium and variational inequalities[J]. Transportation Science, 1980, 14(1): 42-54.
  • 5Daganzo C F. Unconstrained extremal formulation of some transportation equilibrium problems[J]. Transportation Science, 1982, 16: 332-360.
  • 6Yang H. System optimum, stochastic user equilibrium and optimal link tolls[J]. Transportation Science, 1999, 33(4): 354-360.
  • 7Yang H, Huang H J. The multi-class, multi-criteria traffic network equilibrium and systems optimum problem[J]. Transportation Research Part B, 2004, 38(1): 1-15.
  • 8Smith M J. The stability of a dynamic model of traffic assignment——An application of a method of Lyapunov[J]. Transportation Science, 1984, 18(3): 259-304.
  • 9Friesz T L, Berstein D H, Mehta N J, et al. Day-to-day dynamic network disequilibrium and idealized traveler information systems[J]. Operations Research, 1994, 42(6): 1120-1136.
  • 10Smith M J, Wisten M B. A continuous day-to-day traffic assignment model and the existence of a continuous dynamic user equilibrium[J]. Annals of Operations Research, 1995, 60(1): 59-79.

二级参考文献90

共引文献55

同被引文献47

引证文献7

二级引证文献22

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