期刊文献+

基于粒子群算法的双目标可靠性网络设计 被引量:5

Dual-objective reliable network design based on particle swarm optimization
原文传递
导出
摘要 用离散的路段通行能力变量来刻画路网的随机性,建立了网络设计的双层规划模型。上层模型为基于路网期望总走行时间最小和路网净经济效益可靠度最大的双目标规划模型,下层模型为弹性需求下的用户平衡配流模型。采用增设多余需求路段的方法求解下层模型,采用基于向量的粒子群算法(VEPSO)求解整个双层规划模型。计算结果表明:所得到的解为一组Pareto解,路网期望总走行时间和净经济效益可靠性为2个相悖目标;随着期望总走行时间下降,可靠度也有所降低;在可靠度不变的情况下,减少期望总走行时间,会导致总投资额的增加。在进行网络设计时,应结合总投资额和现实需要来选取最优解作为网络设计方案。 A bi-level programming model of network design was established by supposing the capability of road section to be a discrete random variable.The upper model was a dual-objective programming model,which considered the minimum of network expected travel time and the maximum of network net ecoromic benefit reliability.The lower model was a user equilibrium(UE)with elastic demand.The excess-demand formulation was adopted to solve the lower model,and the vector evaluated particle swarm optimization(VEPSO)was adopted to solve the whole bi-level programming.Analysis result indicates that the outcome is a group of Pareto solutions,network expected travel time and network net economic benefit reliability are contradicting objectives.Network expected travel time decreases,the reliability also decreases.When the reliability keeps invariant,total investment amount increases with the decrease of expected travel time.The optimum scheme for network design should be chosen by combining total investment amount with actual situation.2 tabs,1 fig,13 refs.
作者 陈玲娟 蒲云
出处 《交通运输工程学报》 EI CSCD 北大核心 2010年第5期61-65,共5页 Journal of Traffic and Transportation Engineering
基金 国家自然科学基金项目(50678153) 西南交通大学科技发展基金项目(2010XS25)
关键词 交通规划 可靠性网络设计 双层规划 双目标规划 向量粒子群算法 traffic planning reliable network design bi-level programming dual-objective programming vector evaluated particle swarm optimization
  • 相关文献

参考文献13

  • 1DIMITRIOU L, STATHOPOULOS A, TSEKRIS T. Reliable stochastic design of road network system[J]. International Journal of Industrial and Systems Engineering, 2008, 3(5) : 549 -574.
  • 2许良,高自友.基于路段能力可靠性的城市交通网络设计[J].中国公路学报,2006,19(2):86-90. 被引量:37
  • 3许良,高自友.基于出行时间可靠性的城市交通网络设计[J].系统仿真学报,2008,20(2):494-498. 被引量:18
  • 4LO H K, TUNG Y K. Network with degradable links: capacity analysis and design[J]. Transportation Research Part B: Methodological, 2003, 37(4):345- 363.
  • 5刘海旭,蒲云.弹性需求随机路网的可靠性[J].公路交通科技,2005,22(7):97-100. 被引量:5
  • 6YANG Hai, HUANG Hai-jun. Principle of marginal-cost pricing: how does it work in a general road network? [J]. Transportation Research Part A: Policy and Practice, 1998, 32(1): 45-54.
  • 7GERSHWIN S B, TAN H N. Hybrid optimization: optimal static traffic control constrained by drivers' route choice behavior[R]. Cambridge: Massachusetts Institute of Tech nology, 1978.
  • 8CHIOU S W. Bilevel programming for the continuous transport network design problem[J]. Transportation Research Part B: Methodological, 2005, 39(4): 361- 383.
  • 9SUH S, KIM T J. Solving nonlinear bilevel programming models of the equilibrium network design problem= a comparative review [J]. Annals of Operations Research, 1992, 34(1) : 203 -218.
  • 10GARTNER N H. Optimal traffic assignment with elastic demands: a review part Ⅱ algorithmic approaches[J]. Trans portation Science, 1980, 14(2): 192-208.

二级参考文献39

  • 1李志纯,黄海军.弹性需求下的组合出行模型与求解算法[J].中国公路学报,2005,18(3):94-98. 被引量:32
  • 2Yang H,Huang H J.Principle of Marginal-cost Pricing:How Does it Work in a General Road Network? [J] .Transportation Research A,1998,32 (1):45-54.
  • 3Sheffi Y.Urban Transportation Networks:Equilibrium Analysis with Mathematical Programming Methods [M] .Englewood Cliffs,New Jersey:Prentice-Hall,1985:134-163.
  • 4Li V O K,Silvester J A.Performance Analysis of Networks with Unreliable Components [J] .IEEE Trans.Commun.,1984,32 (10):1105-1110.
  • 5NicholsonAJ,Du Z P.Degradable Transportation Systems:an Integrated Equilibrium Model [J] .Transportation Research B,1997,31(3):209-224.
  • 6Du Z P,Nicholson A J.Degradable Transportation Systems:Sensitivity and Reliability Analysis [J] .Transportation Research B,1997,31(3):225-237.
  • 7Bell M G H,Iida Y.Transportation Network Analysis [M] .New York:John Wiley and Sons,1997,179-192.
  • 8Chen A,Yang H,Lo H K,Tang W H.A Capacity Related Reliability for Transportation Networks [J] .Journal of Advanced Transportation,1999,33 (2):183-200.
  • 9YANG H,BELL M G H.Transport Bilevel Programming Problems:Recent Methodological Advances[J].Transportation Research,2001,35 (1):1-4.
  • 10BOYCE D E,JANSON B N.A Discrete Transportation Network Design Problem with Combined Trip Distribution and Assignment[J].Transportation Research,1980,14(2):147-154.

共引文献51

同被引文献56

引证文献5

二级引证文献30

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