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dc.contributor.authorGrigorjeva, Tatjana
dc.contributor.authorJuozapaitis, Algirdas
dc.contributor.authorKamaitis, Ipolitas Zenonas
dc.date.accessioned2023-09-18T18:25:11Z
dc.date.available2023-09-18T18:25:11Z
dc.date.issued2010
dc.identifier.other(BIS)VGT02-000021678
dc.identifier.urihttps://etalpykla.vilniustech.lt/handle/123456789/127565
dc.description.abstractThe suspension bridges are inherently flexible structures and in majority of cases stiffening measures must be incorporated in the design. To give the suspension bridge a more stable appearance, authors proposed to use the main cables of varying bending stiffness. The rigid main cable consists of prefabricated erection segments made of standard steel profiles or have composite sections. One of the main parameter affecting the suspension bridge behaviour is the erection method for main rigid cables. Two scenarios are analysed. Simplified behaviour analysis method and FE modelling for suspension bridges with rigid cables under the action of symmetrical and asymmetrical loadings by considering two scenarios of bridge construction is presented.eng
dc.format.extentp. 628-634
dc.format.mediumtekstas / txt
dc.language.isoeng
dc.titleInfluence of construction method on the behaviour of suspension bridges with main rigid cables
dc.typeStraipsnis recenzuotame konferencijos darbų leidinyje / Paper published in peer-reviewed conference publication
dcterms.references7
dc.type.pubtypeP1d - Straipsnis recenzuotame konferencijos darbų leidinyje / Article published in peer-reviewed conference proceedings
dc.contributor.institutionVilniaus Gedimino technikos universitetas
dc.contributor.facultyStatybos fakultetas / Faculty of Civil Engineering
dc.subject.researchfieldT 002 - Statybos inžinerija / Construction and engineering
dc.subject.enSuspension bridges
dc.subject.enRigid cables
dc.subject.enDeformations
dc.subject.enInternal forces
dc.subject.enAnalytical method
dc.subject.enFE analysis
dcterms.sourcetitle10th International Conference Modern Building Materials, Structures and Techniques: selected papers, Vol. 2. May 19-21, 2010
dc.publisher.nameTechnika
dc.publisher.cityVilnius
dc.identifier.elaba3919914


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