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dc.rights.licenseKūrybinių bendrijų licencija / Creative Commons licenceen_US
dc.contributor.authorKamiński, Tomasz
dc.contributor.authorBień, Jan
dc.date.accessioned2025-03-27T14:34:51Z
dc.date.available2025-03-27T14:34:51Z
dc.date.issued2013
dc.identifier.issn1877-7058en_US
dc.identifier.urihttps://etalpykla.vilniustech.lt/handle/123456789/157128
dc.description.abstractThe paper presents the comparison of two methods: analytical Kinematic Method (KM) and Finite Element Method (FEM), which enable one to take into account typical kinds of damage to masonry arch barrels and to examine their effect on the ultimate load bearing capacity of the structure.en_US
dc.format.extent9 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/S187770581300800Xen_US
dc.subjectmasonry bridgeen_US
dc.subjectfinite element methoden_US
dc.subjectkinematic methoden_US
dc.subjectultimate loaden_US
dc.subjectdamaged structureen_US
dc.subjectnonlinear analysisen_US
dc.titleApplication of Kinematic Method and FEM in analysis of ultimate load bearing capacity of damaged masonry arch bridgesen_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.references12en_US
dc.description.versionTaip / Yesen_US
dc.contributor.institutionWroclaw University of Science and Technologyen_US
dcterms.sourcetitleProcedia Engineeringen_US
dc.description.volumevol. 57en_US
dc.publisher.nameElsevieren_US
dc.publisher.countryUnited Kingdomen_US
dc.publisher.cityOxforden_US
dc.description.fundingorganizationEuropean Fund of Regional Developmenten_US
dc.description.grantnameInnovative resources and effective methods of safety improvement and durability of buildings and transport infrastructure in the sustainable developmenten_US
dc.identifier.doihttps://doi.org/10.1016/j.proeng.2013.04.067en_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