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    Optimal Dimensions of Bus Service Zones

    Source: Journal of Transportation Engineering, Part A: Systems:;1993:;Volume ( 119 ):;issue: 004
    Author:
    Shyue Koong Chang
    ,
    Paul M. Schonfeld
    DOI: 10.1061/(ASCE)0733-947X(1993)119:4(567)
    Publisher: American Society of Civil Engineers
    Abstract: Multiple period optimization models are developed that may be applied to several types of bus transit systems including feeder routes to transfer terminals, radial routes to activity centers, and zonal service operations. Decision variables including zone size, route length, route spacing, and service headway are optimized in closed form either independently or jointly. Although the service headways may be separately optimized for each time period, the route lengths and spacings must normally be optimized at unique values over all time periods, while varying with location. Effects of system parameters, such as demand density, operating cost and speed, value of time, and line‐haul distance on the optimal route characteristics are identified. Guidelines for designing bus‐service networks are provided based on the analytic results obtained.
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      Optimal Dimensions of Bus Service Zones

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    • Journal of Transportation Engineering, Part A: Systems

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    contributor authorShyue Koong Chang
    contributor authorPaul M. Schonfeld
    date accessioned2017-05-08T21:02:58Z
    date available2017-05-08T21:02:58Z
    date copyrightJuly 1993
    date issued1993
    identifier other%28asce%290733-947x%281993%29119%3A4%28567%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/36717
    description abstractMultiple period optimization models are developed that may be applied to several types of bus transit systems including feeder routes to transfer terminals, radial routes to activity centers, and zonal service operations. Decision variables including zone size, route length, route spacing, and service headway are optimized in closed form either independently or jointly. Although the service headways may be separately optimized for each time period, the route lengths and spacings must normally be optimized at unique values over all time periods, while varying with location. Effects of system parameters, such as demand density, operating cost and speed, value of time, and line‐haul distance on the optimal route characteristics are identified. Guidelines for designing bus‐service networks are provided based on the analytic results obtained.
    publisherAmerican Society of Civil Engineers
    titleOptimal Dimensions of Bus Service Zones
    typeJournal Paper
    journal volume119
    journal issue4
    journal titleJournal of Transportation Engineering, Part A: Systems
    identifier doi10.1061/(ASCE)0733-947X(1993)119:4(567)
    treeJournal of Transportation Engineering, Part A: Systems:;1993:;Volume ( 119 ):;issue: 004
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
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