期刊文献+

交通错峰出行策略仿真模型 被引量:4

Simulation model of travel strategies for staggered shifts
下载PDF
导出
摘要 为了表征实行弹性工作起始时间的车流在交通高峰时段内的路网旅行成本,并得到路网车流的最优错峰出行策略,提出了交通错峰出行2层模型。模型上层负责对路网车流出行策略集合进行遍历,模型下层针对上层的每个出行策略,采用基于离散随机网络的动态交通流分配方法,仿真车流在路网中的并发路由及出发时间均衡特性,求出路网车流交通旅行总成本,策略集合遍历结束后就可确定最优错峰出行策略。模型仿真揭示了影响最优策略选择结果的主要因素,给出了特定条件下最优策略选择方向上的变化规律,可为制定城市路网错峰出行政策提供参考。 To represent the travel cost of traffic of implementing the flexible work-start time in networks during the rush hour,and then to obtain the optimal travel strategy of staggered shifts,a traffic staggered-shifts two-level model is proposed,in which the upper-level is to traverse a set of strategies,and the lower-level,thus according to the each strategy determined by the upper-level,via the theory for dynamic traffic assignment of discrete stochastic network,is to simulate the vehicle-driving features of stochastic dynamic simultaneous route/departure time equilibrium,and the total travel cost is calculated.When the traversal of the set of the strategies is finished,the optimal strategy is hence determined.The simulation not only reveals the primary factors affecting the selected results of the optimal strategy,but also reveals the changing law of selected directions of the optimal strategy under certain conditions,which can be of reference values for making urban transportation regulations of staggered shifts.3 tabs,4 figs,9 refs.
出处 《长安大学学报(自然科学版)》 EI CAS CSCD 北大核心 2010年第5期75-78,84,共5页 Journal of Chang’an University(Natural Science Edition)
基金 国家自然科学基金项目(50978030) 教育部新世纪优秀人才支持计划项目(NECT-05-0849)
关键词 交通工程 错峰出行 随机动态并发路由及出发时间均衡 旅行成本 弹性工作起始时间 traffic engineering staggered shifts stochastic dynamic simultaneous route/depart-ure time equilibrium travel cost flexible work-start time
  • 相关文献

参考文献9

  • 1Li S G. Determination of optimatl work start time[J].Transport, 2007,22 ( 1 ) :45-49. 被引量:1
  • 2Yoshimurs M, Okumura M. Optimal commuting and work start time distribution under flexible work hours system on motor eommuting[J]. Proceedings of the Eastern Asia Society for Transportation Studies, 2001,3(2) :455-469. 被引量:1
  • 3Rubio A J M,Wu J H,Florian M. Two improved nu merical algorithms for the continuous dynamic net work loading problem [J]. Transportation Research Part B,2003,37(2) : 171-190. 被引量:1
  • 4Chabini I. Analytical dynamic network loading problem: formulation, solution algorithms, and computer implementations[J]. Journal of the Transportation Research Board, 2001,1771 (24) : 191-200. 被引量:1
  • 5David W. User equilibrium traffic network assignment with stochastic travel times and late arrival penalty[J].European Journal of Operational Research, 2006, 175(3): 1539-1556. 被引量:1
  • 6Friesz T L, Mookherjee R. Solving the dynamic network user equilibrium problem with state-dependent time shifts [J]. Transportation Research: Part B, 2006,40 (3) :207-229. 被引量:1
  • 7史峰,罗端高.降级路网的多类用户均衡分配模型及求解算法[J].交通运输系统工程与信息,2008,8(4):70-76. 被引量:4
  • 8杨晓光,褚浩然.错峰出行对城市交通的影响分析[J].同济大学学报(自然科学版),2006,34(7):899-903. 被引量:16
  • 9陆化普,黄海军.交通规划理论前沿研究[M].北京:清华大学出版社,Z007. 被引量:1

二级参考文献8

共引文献18

同被引文献31

引证文献4

二级引证文献29

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