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    发表于 2017-1-21 16:02 |只看该作者 |倒序浏览
    |招呼Ta 关注Ta
    The multi-class, multi-criteria traffic network equilibrium and systems optimum problem
    It is well known that in the standard traffic network equilibrium model with a single value of time (VOT)
    for all users, a so-called marginal-cost toll can drive a user equilibrium flow pattern to a system optimum.
    This result holds when either cost (money) or time units are used in expressing the objective function of the
    system optimum and the criterion for user equilibrium. This paper examines the multi-criteria or the costversus-
    time network equilibrium and system optimum problem in a network with a discrete set of VOTs for
    several user classes. Specifically, the following questions are investigated: Are the user-optimal flows dependent
    upon the unit (time or money) used in measuring the travel disutility in the presence of road pricing?
    Are there any uniform link tolls across all individuals (link tolls that are identical for all user classes) that can
    support a multi-class user equilibrium flow pattern as a system optimum when the system objective function
    is measured by either money or time units? What are the general properties of the valid toll set?
     2003 Elsevier Ltd. All rights reserved.

    MODELING PRIVATE HIGHWAY IN NETWORKS WITH ENTRY-EXIT BASED TOLL CHARGES
    Previous studies on private highways generally involve network equilibrium models with
    link-specific and hence link additive toll charges. In reality, toll charge for private highways
    depends on the entry and exit points that is not always link additive. This study formulates
    and solves the optimal toll design problem of private highways with entry-exit based toll
    charges using a bilevel programming approach. The lower-level traffic equilibrium problem
    with entry-exit based toll charge is still formulated as an optimization problem and the Frank-
    Wolfe algorithm is adapted for finding its solution, where the descent direction-finding subproblem
    (all-or-nothing traffic assignment) is solved via a simple network transformation.
    The proposed method circumvents the difficulty of path enumeration or generation
    frequently involved in general non-additive traffic assignment problem and hence has the
    potential of efficiently solving large network problems. With the exploration of the properties
    of the lower-level traffic equilibrium sub-problem, the bilevel optimal toll design problem is
    solved by the efficient marginal function approach developed recently.

    The multi-class, multi-criteria traffic network equilibrium and systems optimum .pdf

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    MODELING PRIVATE HIGHWAY IN NETWORKS WITH ENTRY-EXIT BASED TOLL CHARGES.pdf

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