dc.rights.license | Kūrybinių bendrijų licencija / Creative Commons licence | en_US |
dc.contributor.author | Kamiński, Tomasz | |
dc.contributor.author | Bień, Jan | |
dc.date.accessioned | 2025-03-27T14:34:51Z | |
dc.date.available | 2025-03-27T14:34:51Z | |
dc.date.issued | 2013 | |
dc.identifier.issn | 1877-7058 | en_US |
dc.identifier.uri | https://etalpykla.vilniustech.lt/handle/123456789/157128 | |
dc.description.abstract | The 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.extent | 9 p. | en_US |
dc.format.medium | Tekstas / Text | en_US |
dc.language.iso | en | en_US |
dc.relation.uri | https://etalpykla.vilniustech.lt/handle/123456789/156173 | en_US |
dc.rights | Attribution-NonCommercial-NoDerivatives 4.0 International | * |
dc.rights.uri | http://creativecommons.org/licenses/by-nc-nd/4.0/ | * |
dc.source.uri | https://www.sciencedirect.com/science/article/pii/S187770581300800X | en_US |
dc.subject | masonry bridge | en_US |
dc.subject | finite element method | en_US |
dc.subject | kinematic method | en_US |
dc.subject | ultimate load | en_US |
dc.subject | damaged structure | en_US |
dc.subject | nonlinear analysis | en_US |
dc.title | Application of Kinematic Method and FEM in analysis of ultimate load bearing capacity of damaged masonry arch bridges | en_US |
dc.type | Konferencijos publikacija / Conference paper | en_US |
dcterms.accessRights | Laisvai prieinamas / Openly available | en_US |
dcterms.accrualMethod | Rankinis pateikimas / Manual submission | en_US |
dcterms.issued | 2013-05-17 | |
dcterms.license | CC BY NC ND | en_US |
dcterms.references | 12 | en_US |
dc.description.version | Taip / Yes | en_US |
dc.contributor.institution | Wroclaw University of Science and Technology | en_US |
dcterms.sourcetitle | Procedia Engineering | en_US |
dc.description.volume | vol. 57 | en_US |
dc.publisher.name | Elsevier | en_US |
dc.publisher.country | United Kingdom | en_US |
dc.publisher.city | Oxford | en_US |
dc.description.fundingorganization | European Fund of Regional Development | en_US |
dc.description.grantname | Innovative resources and effective methods of safety improvement and durability of buildings and transport infrastructure in the sustainable development | en_US |
dc.identifier.doi | https://doi.org/10.1016/j.proeng.2013.04.067 | en_US |