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    Sample Average Approximation Technique for Flexible Network Design Problem

    Source: Journal of Computing in Civil Engineering:;2011:;Volume ( 025 ):;issue: 003
    Author:
    Gopal R. Patil
    ,
    Satish V. Ukkusuri
    DOI: 10.1061/(ASCE)CP.1943-5487.0000086
    Publisher: American Society of Civil Engineers
    Abstract: Finding an optimal investment strategy to use scarce resources efficiently is challenging, since the transportation network parameters such as demand, capacity, and travel cost are uncertain. Sequencing investments over time can give flexibility to the planner so as to change, delay, or even abandon the future investment based on system realization. This paper presents a stochastic mathematical program with equilibrium constraints (STOCH-MPEC) formulation for a multistage network design problem, flexible network design problem (FNDP), accounting for demand stochasticity and demand elasticity. STOCH-MPEC problems can be computationally intractable, if the number of scenarios is large and/or the study network is large-scale. To reduce the associated complexity of FNDP, we develop a sample average approximate method (SAA) to efficiently solve the flexible network design problem. We implement the SAA on a test network and compare the performance of SAA with different sample sizes. We show that SAA can produce solutions that are close to the true solutions with considerably fewer scenarios and hence can be a viable computational technique for the stochastic network design problem.
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      Sample Average Approximation Technique for Flexible Network Design Problem

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    contributor authorGopal R. Patil
    contributor authorSatish V. Ukkusuri
    date accessioned2017-05-08T21:40:21Z
    date available2017-05-08T21:40:21Z
    date copyrightMay 2011
    date issued2011
    identifier other%28asce%29cp%2E1943-5487%2E0000093.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/59054
    description abstractFinding an optimal investment strategy to use scarce resources efficiently is challenging, since the transportation network parameters such as demand, capacity, and travel cost are uncertain. Sequencing investments over time can give flexibility to the planner so as to change, delay, or even abandon the future investment based on system realization. This paper presents a stochastic mathematical program with equilibrium constraints (STOCH-MPEC) formulation for a multistage network design problem, flexible network design problem (FNDP), accounting for demand stochasticity and demand elasticity. STOCH-MPEC problems can be computationally intractable, if the number of scenarios is large and/or the study network is large-scale. To reduce the associated complexity of FNDP, we develop a sample average approximate method (SAA) to efficiently solve the flexible network design problem. We implement the SAA on a test network and compare the performance of SAA with different sample sizes. We show that SAA can produce solutions that are close to the true solutions with considerably fewer scenarios and hence can be a viable computational technique for the stochastic network design problem.
    publisherAmerican Society of Civil Engineers
    titleSample Average Approximation Technique for Flexible Network Design Problem
    typeJournal Paper
    journal volume25
    journal issue3
    journal titleJournal of Computing in Civil Engineering
    identifier doi10.1061/(ASCE)CP.1943-5487.0000086
    treeJournal of Computing in Civil Engineering:;2011:;Volume ( 025 ):;issue: 003
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
    نرم افزار کتابخانه دیجیتال "دی اسپیس" فارسی شده توسط یابش برای کتابخانه های ایرانی | تماس با یابش
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