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Asymmetrically distributed traveler-perceived errors in the travel time disutility function for stochastic user-equilibrium traffic assignment.

机译:对于随机用户均衡交通分配,旅行时间无效功能中的非对称分布的旅行者感知错误。

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摘要

Most of the current approaches for applying a stochastic user equilibrium (SUE) traffic assignment model have been based on iterative applications of the Dial multi-path assignment algorithm. The errors of perceived travel times by motorists in the route choice model are assumed to be symmetrically Gumbel-distributed. Yet observations suggest the errors are asymmetrical. This study describes an alternative for solving the SUE optimization problem by treating errors of perception as being asymmetrically-distributed for competitive paths that are enumerated. Paths are generated by a modified shortest-path algorithm which imposes a penalty to the links along an associated shortest path. The competitive paths are then simulated to obtain expected travel time variations, due to different perceptions by motorists, which allows more refined travel time estimation. The path-based variations of travel time are implemented in a random disutility model for route choice. The assumptions of this approach are more reasonable than those of the other popular methodologies and can be integrated into the Florida Standard Urban Transportation Model Structure (FSUTMS) with minor modification to the existing structure. The model was applied and tested with a network from a typical urban transportation study and found to converge on assigned volumes that provided better agreement with traffic counts than the results from a standard user-equilibrium assignment. Although it provided both a better conceptual foundation and more accurate numerical results, the model is currently not yet cost-effective for real-world applications due to exorbitant computer running times.
机译:当前应用随机用户均衡(SUE)流量分配模型的大多数方法都是基于Dial多路径分配算法的迭代应用。驾驶员在路线选择模型中感知的行驶时间误差被假定为对称的Gumbel分布。然而,观察表明这些错误是不对称的。这项研究描述了一种解决方案,通过将感知错误视为枚举竞争路径的不对称分布来解决SUE优化问题。路径由修改后的最短路径算法生成,该算法对沿关联的最短路径的链接施加了惩罚。然后,对竞争路径进行仿真,以获得预期的行驶时间变化,这是由于驾驶员的不同看法,从而可以更精确地估算行驶时间。在选择路线的随机失效模型中实现了基于路径的旅行时间变化。这种方法的假设比其他流行方法的假设更合理,并且可以与佛罗里达州标准城市交通模型结构(FSUTMS)集成,对现有结构进行少量修改。该模型已通过典型城市交通研究中的网络进行了应用和测试,发现收敛于分配的交通量,与标准的用户平衡分配的结果相比,交通量具有更好的一致性。尽管该模型提供了更好的概念基础和更准确的数值结果,但由于计算机运行时间过长,该模型目前对于实际应用尚不具有成本效益。

著录项

  • 作者

    Li, Min-Tang.;

  • 作者单位

    University of Florida.;

  • 授予单位 University of Florida.;
  • 学科 Engineering Civil.; Transportation.; Operations Research.
  • 学位 Ph.D.
  • 年度 1999
  • 页码 141 p.
  • 总页数 141
  • 原文格式 PDF
  • 正文语种 eng
  • 中图分类 建筑科学;综合运输;运筹学;
  • 关键词

  • 入库时间 2022-08-17 11:48:23

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