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dc.contributor.authorChoo, Shawn
dc.contributor.authorKlabjan, Diego
dc.contributor.authorSimchi-Levi, David
dc.date.accessioned2013-03-21T16:14:35Z
dc.date.available2013-03-21T16:14:35Z
dc.date.issued2009-12
dc.date.submitted2008-12
dc.identifier.issn0041-1655
dc.identifier.issn1526-5447
dc.identifier.urihttp://hdl.handle.net/1721.1/77966
dc.description.abstractCrane sequencing in container terminals determines the order of ship discharging and loading jobs that quay cranes (QCs) perform, so that the duration of a vessel's stay is minimized. The ship's load profile, berthing time, number of available bays, and QCs are considered. More important, clearance and yard congestion constraints need to be included, which, respectively, ensure that a minimum distance between adjacent QCs is observed and yard storage blocks are not overly accessed at any point in time. In sequencing for a single ship, a mixed-integer programming (MIP) model is proposed, and a heuristic approach based on the model is developed that produces good solutions. The model is then reformulated as a generalized set covering problem and solved exactly by branch and price (B&P). For multiship sequencing, the yard congestion constraints are relaxed in the spirit of Lagrangian relaxation, so that the problem decomposes by vessel into smaller subproblems solved by B&P. An efficient primal heuristic is also designed. Computational experiments reveal that large-scale problems can be solved in a reasonable computational time.en_US
dc.language.isoen_US
dc.publisherInstitute for Operations Research and the Management Sciences (INFORMS)en_US
dc.relation.isversionofhttp://dx.doi.org/10.1287/trsc.1090.0296en_US
dc.rightsCreative Commons Attribution-Noncommercial-Share Alike 3.0en_US
dc.rights.urihttp://creativecommons.org/licenses/by-nc-sa/3.0/en_US
dc.sourceOther Repositoryen_US
dc.titleMultiship Crane Sequencing with Yard Congestion Constraintsen_US
dc.typeArticleen_US
dc.identifier.citationChoo, S., D. Klabjan, and D. Simchi-Levi. “Multiship Crane Sequencing with Yard Congestion Constraints.” Transportation Science 44.1 (2009): 98–115.en_US
dc.contributor.departmentMassachusetts Institute of Technology. Department of Civil and Environmental Engineeringen_US
dc.contributor.mitauthorSimchi-Levi, David
dc.relation.journalTransportation Scienceen_US
dc.eprint.versionAuthor's final manuscripten_US
dc.type.urihttp://purl.org/eprint/type/JournalArticleen_US
eprint.statushttp://purl.org/eprint/status/PeerRevieweden_US
dspace.orderedauthorsChoo, S.; Klabjan, D.; Simchi-Levi, D.en
dc.identifier.orcidhttps://orcid.org/0000-0002-4650-1519
mit.licenseOPEN_ACCESS_POLICYen_US
mit.metadata.statusComplete


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