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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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