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    Approximation Techniques for Transportation Network Design Problem under Demand Uncertainty

    Source: Journal of Computing in Civil Engineering:;2011:;Volume ( 025 ):;issue: 004
    Author:
    Sushant Sharma
    ,
    Tom V. Mathew
    ,
    Satish V. Ukkusuri
    DOI: 10.1061/(ASCE)CP.1943-5487.0000091
    Publisher: American Society of Civil Engineers
    Abstract: Conventional transportation network design problems treat origin-destination (OD) demand as fixed, which may not be true in reality. Some recent studies model fluctuations in OD demand by considering the first and the second moment of the system travel time, resulting in stochastic and robust network design models, respectively. Both of these models need to solve the traffic equilibrium problem for a large number of demand samples and are therefore computationally intensive. In this paper, three efficient solution-approximation approaches are identified for addressing demand uncertainty by solving for a small sample size, reducing the computational effort without much compromise on the solution quality. The application and the performance of these alternative approaches are reported. The results from this study will help in deciding suitable approximation techniques for network design under demand uncertainty.
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      Approximation Techniques for Transportation Network Design Problem under Demand Uncertainty

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    http://yetl.yabesh.ir/yetl1/handle/yetl/59059
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    contributor authorSushant Sharma
    contributor authorTom V. Mathew
    contributor authorSatish V. Ukkusuri
    date accessioned2017-05-08T21:40:21Z
    date available2017-05-08T21:40:21Z
    date copyrightJuly 2011
    date issued2011
    identifier other%28asce%29cp%2E1943-5487%2E0000098.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/59059
    description abstractConventional transportation network design problems treat origin-destination (OD) demand as fixed, which may not be true in reality. Some recent studies model fluctuations in OD demand by considering the first and the second moment of the system travel time, resulting in stochastic and robust network design models, respectively. Both of these models need to solve the traffic equilibrium problem for a large number of demand samples and are therefore computationally intensive. In this paper, three efficient solution-approximation approaches are identified for addressing demand uncertainty by solving for a small sample size, reducing the computational effort without much compromise on the solution quality. The application and the performance of these alternative approaches are reported. The results from this study will help in deciding suitable approximation techniques for network design under demand uncertainty.
    publisherAmerican Society of Civil Engineers
    titleApproximation Techniques for Transportation Network Design Problem under Demand Uncertainty
    typeJournal Paper
    journal volume25
    journal issue4
    journal titleJournal of Computing in Civil Engineering
    identifier doi10.1061/(ASCE)CP.1943-5487.0000091
    treeJournal of Computing in Civil Engineering:;2011:;Volume ( 025 ):;issue: 004
    contenttypeFulltext
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