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A variational inequality approach for inferring dynamic origin-destination travel demands.

机译:一种可变的不等式方法来推断动态起点-目的地旅行需求。

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This dissertation tackles the problem of inferring time-varying travel demands from traffic measurements such as traffic counts and/or travel times. Also known as the estimation of dynamic origin-destination (O-D) matrices, its static counterpart has been extensively studied. This type of problem often leads to a bi-level structure where the upper level minimizes some distance measures, and the lower-level describes the user-equilibrium traffic behavior. This classical bi-level O-D estimation approach is, however, not suitable in the dynamic context because (1) dynamic equilibrium constraints are not differentiable, and (2) repeatedly solving the dynamic user optimal assignment problem (i.e., the lower problem) is difficult and computationally demanding in its own right.; We show that a one-level problem can be formulated by either decoupling or relaxing the user equilibrium conditions in the bi-level problem. The idea is first demonstrated through static O-D estimation problems in which the statistical properties of the resulting estimators are examined. We formulate the one-level dynamic O-D estimation problem (DODE) as a variational inequality (VI) problem due to the dependence of the dynamic assignment matrix on the underlying network traffic dynamics. The equivalence between the VI formulation and the DODE optimality conditions are proved, and the conditions under which a solution exists for the VI problem are established. To evaluate the implicit path cost mapping and path-link incidence relationship, a polymorphic dynamic network loading (PDNL) model is developed which integrates a variety of macroscopic traffic flow models and models. The prominent features of the PDNL model include flexibility, extendability, parallelizability and the capability of keeping track of individual vehicular quanta of arbitrary size. Various numerical algorithms, particularly those based on the notion of projection, are proposed to solve the formulated VI problem. In order to avoid path enumeration, a column generation scheme is employed on the space-time expanded network. Different time-dependent minimum-cost path algorithms are used to generate paths as required to solve the DODE problem optimally. Numerical results based on synthetic examples are provided which verify the proposed DODE formulation and its solution procedures.
机译:本发明解决了从交通量例如交通量和/或旅行时间来推断随时间变化的旅行需求的问题。也称为动态原点(O-D)矩阵的估计,它的静态对等已被广泛研究。这种类型的问题通常会导致出现双层结构,其中上层最小化了一些距离度量,而下层则描述了用户平衡流量行为。但是,这种经典的双层OD估计方法不适用于动态上下文,因为(1)动态平衡约束是不可微的,并且(2)难以反复解决动态用户最佳分配问题(即较低的问题)本身就具有计算上的要求。我们表明,可以通过解耦或放松双级问题中的用户均衡条件来制定单级问题。该思想首先通过静态O-D估计问题得到证明,其中对所得估计量的统计属性进行了检查。由于动态分配矩阵对基础网络流量动态的依赖性,我们将一级动态O-D估计问题(DODE)公式化为变分不等式(VI)问题。证明了VI公式与DODE最优条件之间的等价关系,并建立了解决VI问题的条件。为了评估隐式路径成本映射和路径链接关联关系,开发了一种多态动态网络加载(PDNL)模型,该模型集成了各种宏观交通流模型和模型。 PDNL模型的突出特征包括灵活性,可扩展性,可并行性以及跟踪任意大小的单个车辆量子的能力。提出了各种数值算法,特别是那些基于投影概念的数值算法,以解决公式化的VI问题。为了避免路径枚举,在时空扩展网络上采用了列生成方案。使用不同的与时间相关的最小成本路径算法来生成路径,以最佳地解决DODE问题。提供了基于综合示例的数值结果,这些结果验证了拟议的DODE公式及其求解过程。

著录项

  • 作者

    Nie, Yu.;

  • 作者单位

    University of California, Davis.;

  • 授予单位 University of California, Davis.;
  • 学科 Engineering Civil.
  • 学位 Ph.D.
  • 年度 2006
  • 页码 243 p.
  • 总页数 243
  • 原文格式 PDF
  • 正文语种 eng
  • 中图分类 建筑科学;
  • 关键词

  • 入库时间 2022-08-17 11:40:07

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