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    Optimization Framework for Bicycle Network Design

    Source: Journal of Transportation Engineering, Part A: Systems:;2014:;Volume ( 140 ):;issue: 007
    Author:
    Jennifer Duthie
    ,
    Avinash Unnikrishnan
    DOI: 10.1061/(ASCE)TE.1943-5436.0000690
    Publisher: American Society of Civil Engineers
    Abstract: This paper presents a new formulation for the network design problem as it relates to retrofitting existing roadway infrastructure for bicycles. The goal of the problem is, for a minimum cost, to connect all origin–destination pairs with paths where each roadway segment and intersection meets or exceeds a lower bound on its bicycling level of service. The length of each optimal path is constrained to be no greater than a given upper bound, which is expressed as a function of shortest path length. Experimental analysis on the Austin, Texas downtown region shows that a systems approach will yield different results than an approach that separately considers connecting each pair of origins and destinations, and that placing an upper bound on the amount of deviation from the shortest path will impact the design decisions. Model parameters, although the defaults are based on existing research, should be calibrated based on local data. Variants on the formulation are provided that allow for a trade-off between optimality and computational efficiency.
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      Optimization Framework for Bicycle Network Design

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    http://yetl.yabesh.ir/yetl1/handle/yetl/71874
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    • Journal of Transportation Engineering, Part A: Systems

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    contributor authorJennifer Duthie
    contributor authorAvinash Unnikrishnan
    date accessioned2017-05-08T22:07:42Z
    date available2017-05-08T22:07:42Z
    date copyrightJuly 2014
    date issued2014
    identifier other30147034.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/71874
    description abstractThis paper presents a new formulation for the network design problem as it relates to retrofitting existing roadway infrastructure for bicycles. The goal of the problem is, for a minimum cost, to connect all origin–destination pairs with paths where each roadway segment and intersection meets or exceeds a lower bound on its bicycling level of service. The length of each optimal path is constrained to be no greater than a given upper bound, which is expressed as a function of shortest path length. Experimental analysis on the Austin, Texas downtown region shows that a systems approach will yield different results than an approach that separately considers connecting each pair of origins and destinations, and that placing an upper bound on the amount of deviation from the shortest path will impact the design decisions. Model parameters, although the defaults are based on existing research, should be calibrated based on local data. Variants on the formulation are provided that allow for a trade-off between optimality and computational efficiency.
    publisherAmerican Society of Civil Engineers
    titleOptimization Framework for Bicycle Network Design
    typeJournal Paper
    journal volume140
    journal issue7
    journal titleJournal of Transportation Engineering, Part A: Systems
    identifier doi10.1061/(ASCE)TE.1943-5436.0000690
    treeJournal of Transportation Engineering, Part A: Systems:;2014:;Volume ( 140 ):;issue: 007
    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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