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多用户类型弹性需求随机期望-超额用户平衡模型 被引量:12

Stochastic Mean-Excess User Equilibrium Model with Multiple Classes and Elastic Demand
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摘要 为准确描述随机路网环境下出行者规避行程时间不确定风险的择路行为,推导了通勤者需求量服从对数正态分布和路段通行能力服从贝塔分布条件下计算期望-超额行程时间的计算公式,并在考虑出行者对行程时间的估计误差和路网服务水平对交通需求影响的基础上,建立了用等价变分不等式表示的多用户弹性随机期望-超额用户平衡模型.算例结果表明:随着需求水平波动程度和路段通行能力退化程度的加剧,当需求方差-均值比从0.5增至2.0、贝塔分布参数(l和m)从90和10变为10和10时,通勤者和非通勤者期望最小理解期望-超额行程时间分别增加了48.5%和99.2%. In order to accurately describe travelers' route choice behaviors for avoiding risks caused by uncertainties about travel time in a stochastic road network, the calculation formula of mean-excess travel time was derived for conditions when the traffic demand of commuters follows a log-normal distribution and the link capacity follows a Beta distribution, and a stochastic mean-excess user equilibrium model with multiple classes and elastic demand was built and formulated as an equivalent variational inequality. In the model, travelers' perception errors on travel time and the effects on traffic demand caused by the road network service level were taken into account. The results show that, as the demand variation level and degradation degree of link capacity increase, when the ratio of variance to mean increases from 0.5 to 2.0 and the parameters ( l, m) of Beta distribution change from (90, 10) to (10, 10), the average minimum perceived mean-excess travel time increases 48. 5% for commuters and 99.2% for non-commuters.
出处 《西南交通大学学报》 EI CSCD 北大核心 2012年第3期516-525,共10页 Journal of Southwest Jiaotong University
基金 国家自然科学基金资助项目(50678153)
关键词 交通工程 随机期望-超额用户平衡 变分不等式 交通分配 理解期望-超额行程时间 可靠性 不可靠性 traffic engineering stochastic mean-excess user equilibrium variational inequality traffic assignment perceived mean-excess travel time reliability unreliability
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参考文献14

  • 1BELL M G H, CASSIR C. Risk-averse user equilibrium traffic assignment: an application of game theory[J]. Transportation Research Part B, 2002, 36(8): 671-681.
  • 2CHEN A, YANG H, LO H K, et al. Capacity reliability of a road network: an assessment methodology and numerical results[J]. Transportation Research Part B, 2002, 36(3): 225-252.
  • 3LO H K, TUNG Y K. Network with degradable links: capacity analysis and design[J]. Transportation Research Part B, 2003, 37(4): 345-363.
  • 4刘海旭,蒲云.基于行程质量的随机用户平衡分配模型[J].中国公路学报,2004,17(4):93-95. 被引量:26
  • 5LO H K, LUO X W, SIU B W Y. Degradable transport network: travel time budget of travelers with heterogeneous risk aversion[J]. Transportation Research Part B, 2006, 40(9): 792-806.
  • 6SHAO H, LAM W H K, MENG Q, et al. Demand-driven traffic assignment problem based on travel time reliability[J]. Transportation Research Record, 2006(1985): 220-230.
  • 7SHAO H, LAM W H K, TAM M L. A reliability-based stochastic traffic assignment model for network with multiple user classes under uncertainty in demand[J]. Networks and Spatial Economics, 2006, 6(3): 173-204.
  • 8陈建林,刘海旭,程学庆,蒲云.基于行程时间可靠性的多类用户交通分配模型[J].西南交通大学学报,2007,42(1):115-119. 被引量:12
  • 9况爱武,黄中祥,况群.随机需求道路网络出行时间可靠性评估方法[J].西南交通大学学报,2011,46(5):861-867. 被引量:12
  • 10SIU B W Y, LO H K. Doubly uncertain transportation network: degradable capacity and stochastic demand[J]. European Journal of Operational Research, 2008, 191(1): 166-181.

二级参考文献34

  • 1刘海旭,蒲云.基于行程质量的随机用户平衡分配模型[J].中国公路学报,2004,17(4):93-95. 被引量:26
  • 2[1]ABDEL-ATY,KITAMURA M R,JOVANIS P. Investigating effect of travel time variability on route choice using repeated measurement stated preference data [A]. Transportation Research Record 1493[C]. Washington D C:TRB,1996.39-45.
  • 3[2]BELL M G H,IIDA Y. Transportation Network Analysis [M]. New York:John Wiley and Sons,1997. 113-192.
  • 4[3]LEE S, MOON B, ASAKURA Y. Reliability analysis and calculation on large scale transport network [A]. Reliability of Transport Networks[C]. Hertfordshire: RSP Ltd,2000. 173-189.
  • 5[5]LO H K,TUNG Y K. A chance constrained network capacity model[A]. Reliability of Transport Networks [C]. Hertfordshire:RSP Ltd, 2000. 159-172.
  • 6[6]BEN-AKIVA M, LERMAN S R. Discrete Choice Analysis: Theory and Application to Travel Demand[M]. Cambridge: MIT Press, 1985. 100-129.
  • 7[7]SHEFFI Y. Urban Transportation Networks: Equilibrium Analysis with Mathematical Programming Methods[M]. New Jersey: Prentice-Hall, 1985. 262-342.
  • 8BROWNSTONE D, GHOSH A, GOLOB T F, et al. Drivers' willingness-to-pay to reduce travel time: evidence from the San Diego 1-15 congestion pricing project [ J ]. Transportation Research Part A, 2003, 37(4) : 373-387.
  • 9CHEN A, YANG H, LO H K, et al. Capacity reliability of a road network : an assessment methodology and numerical results [ J ]. Transportation Research Part B, 2002, 36 (3) : 225-252.
  • 10BELL M G H, IIDA Y. Transportation network analysis[ M]. New York: John Wiley and Sons, 1997: 179-192.

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