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dc.contributor.authorGrigorjeva, Tatjana
dc.contributor.authorPaeglitis, Ainars
dc.date.accessioned2023-09-18T17:37:52Z
dc.date.available2023-09-18T17:37:52Z
dc.date.issued2018
dc.identifier.issn2029-882X
dc.identifier.urihttps://etalpykla.vilniustech.lt/handle/123456789/124367
dc.description.abstractThe article presents the results of the numerical analysis of the asymmetrical one-pylon suspension bridge built-in rigid cables. The models for the suspension bridge with the cables of different rigidity are analyzed by comparing vertical displacements, bending moments and strains in the structural members of the bridge. The numerical analysis was performed by examining the bridge under symmetrical and asymmetrical loading and different erection methods. The stress-strain state of a single asymmetrical pylon with the cables of different rigidity and the rational relationship between cable rigidity and girder stiffness has been established.eng
dc.formatPDF
dc.format.extentp. 78-83
dc.format.mediumtekstas / txt
dc.language.isoeng
dc.relation.isreferencedbyDOAJ
dc.relation.isreferencedbyAcademic Search Complete
dc.relation.isreferencedbyICONDA
dc.relation.isreferencedbyGale's Academic OneFile
dc.source.urihttps://doi.org/10.3846/est.2018.6481
dc.titleThe application of the finite element method for static behaviour analysis of the asymmetrical one-pylon suspension bridge built-in bending cables of different rigidity
dc.typeStraipsnis kitoje DB / Article in other DB
dcterms.references25
dc.type.pubtypeS3 - Straipsnis kitoje DB / Article in other DB
dc.contributor.institutionVilniaus Gedimino technikos universitetas
dc.contributor.institutionRigas Technical University
dc.contributor.facultyStatybos fakultetas / Faculty of Civil Engineering
dc.subject.researchfieldT 002 - Statybos inžinerija / Construction and engineering
dc.subject.vgtuprioritizedfieldsSD0101 - Pažangios statinių konstrukcijos / Smart building structures
dc.subject.ltspecializationsL104 - Nauji gamybos procesai, medžiagos ir technologijos / New production processes, materials and technologies
dc.subject.ensuspension bridges
dc.subject.enrigid cables
dc.subject.enFE modelling
dc.subject.endisplacements
dc.subject.enmoments and stresses
dc.subject.enbridge erection
dcterms.sourcetitleEngineering structures and technologies
dc.description.issueiss. 2
dc.description.volumevol. 10
dc.publisher.nameVGTU Press
dc.publisher.cityVilnius
dc.identifier.doi10.3846/est.2018.6481
dc.identifier.elaba32320319


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