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Revised engineering method for analysis of behavior of suspension bridge with rigid cables and some aspects of numerical modeling

dc.rights.licenseKūrybinių bendrijų licencija / Creative Commons licenceen_US
dc.contributor.authorGrigorjeva, Tatjana
dc.contributor.authorJuozapaitis, Algirdas
dc.date.accessioned2025-03-27T07:32:23Z
dc.date.available2025-03-27T07:32:23Z
dc.date.issued2013
dc.identifier.issn1877-7058en_US
dc.identifier.urihttps://etalpykla.vilniustech.lt/handle/123456789/157086
dc.description.abstractThe main disadvantage of suspension bridges is their increased deformability. One of the ways of suspension systems stabilization is giving certain bending stiffness to the suspension cables. This paper presents a revised theoretical and numerical analysis of the suspension bridge with rigid cable. Also, taking into account the bridge erection process the revised simplified method for the stress-strain analysis of suspension bridge with rigid cables is presented. Comparison of theoretical and numerical results is given.en_US
dc.format.extent8 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/S1877705813007819en_US
dc.subjectsuspension bridgeen_US
dc.subjectrigid cableen_US
dc.subjectdisplacementen_US
dc.subjectfinite bending stiffnessen_US
dc.subjectFE analysisen_US
dc.titleRevised engineering method for analysis of behavior of suspension bridge with rigid cables and some aspects of numerical modelingen_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.references11en_US
dc.description.versionTaip / Yesen_US
dc.contributor.institutionVilniaus Gedimino technikos universitetasen_US
dc.contributor.institutionVilnius Gediminas Technical Universityen_US
dc.contributor.facultyStatybos fakultetas / Faculty of Civil Engineeringen_US
dc.contributor.departmentArchitektūros inžinerijos katedra / Department of Architectural Engineeringen_US
dc.contributor.departmentTiltų ir specialiųjų statinių katedra / Department of Bridges and Special Structuresen_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.2013.04.048en_US


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