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dc.rights.licenseKūrybinių bendrijų licencija / Creative Commons licenceen_US
dc.contributor.authorDytczak, Mirosław
dc.contributor.authorGinda, Grzegorz
dc.contributor.authorSzklennik, Nina
dc.contributor.authorWojtkiewicz, Tomasz
dc.date.accessioned2025-03-26T10:51:20Z
dc.date.available2025-03-26T10:51:20Z
dc.date.issued2013
dc.identifier.issn1877-7058en_US
dc.identifier.urihttps://etalpykla.vilniustech.lt/handle/123456789/157070
dc.description.abstractConstruction projects consist of numerous technological operations. The operations can be usually arranged in a considerable number of alternative ways satisfying induced technological order. Applied arrangement of operations defines project structure. A project structure influences results of construction project schedule optimisation. Identification of adequate structure for a construction project is therefore important for obtaining the best possible schedule. Effects of construction project execution depend on influence of surrounding environment. It is therefore necessary to include local conditions in a building site to derive a reliable construction project schedule. A problem of bi-criteria time-cost optimisation of a construction project structure is dealt with in the paper. Presented optimisation approach includes sensitivity of technological operations to adverse local weather conditions. It is capable of estimating robust Pareto-efficient structures and corresponding schedules for a construction project. Appropriate allocation of alternative execution modes to technological operations satisfying limited availability of manpower, building materials and equipment is applied in this regard.en_US
dc.format.extent10 p.en_US
dc.format.mediumTekstas / Texten_US
dc.language.isoenen_US
dc.relation.urihttps://etalpykla.vilniustech.lt/handle/123456789/156173en_US
dc.rightsAttribution-NonCommercial-NoDerivatives 4.0 International*
dc.rights.urihttp://creativecommons.org/licenses/by-nc-nd/4.0/*
dc.source.urihttps://www.sciencedirect.com/science/article/pii/S1877705813007649en_US
dc.subjectinvestmenten_US
dc.subjectconstructionen_US
dc.subjectprojecten_US
dc.subjectschedulingen_US
dc.subjectoptimisationen_US
dc.subjectstructureen_US
dc.subjectidentificationen_US
dc.subjecttimeen_US
dc.subjectcosten_US
dc.subjectclimateen_US
dc.subjectweatheren_US
dc.subjectsensitivityen_US
dc.titleWeather influence-aware robust construction project structureen_US
dc.typeKonferencijos publikacija / Conference paperen_US
dcterms.accessRightsLaisvai prieinamas / Openly availableen_US
dcterms.accrualMethodRankinis pateikimas / Manual submissionen_US
dcterms.issued2013-05-17
dcterms.licenseCC BY NC NDen_US
dcterms.references20en_US
dc.description.versionTaip / Yesen_US
dc.type.pubtypeK1a - Monografija / Monographen_US
dc.contributor.institutionBiałystok University of Technologyen_US
dc.contributor.institutionUniversity of Bielsko-Białaen_US
dc.contributor.institutionWACETOBen_US
dcterms.sourcetitleProcedia Engineeringen_US
dc.description.volumevol. 57en_US
dc.publisher.nameElsevieren_US
dc.publisher.countryUnited Kingdomen_US
dc.publisher.cityOxforden_US
dc.identifier.doihttps://doi.org/10.1016/j.proeng.2013.04.034en_US


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Kūrybinių bendrijų licencija / Creative Commons licence
Except where otherwise noted, this item's license is described as Kūrybinių bendrijų licencija / Creative Commons licence