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Simplified engineering method of suspension two-span pedestrian steel bridges with flexible and rigid cables under action of asymmetrical loads

dc.contributor.authorSandovič, Giedrė
dc.contributor.authorJuozapaitis, Algirdas
dc.contributor.authorKliukas, Romualdas
dc.date.accessioned2023-09-18T18:49:24Z
dc.date.available2023-09-18T18:49:24Z
dc.date.issued2011
dc.identifier.issn1822-427X
dc.identifier.other(BIS)VGT02-000023486
dc.identifier.urihttps://etalpykla.vilniustech.lt/handle/123456789/132275
dc.description.abstractThe article deals with two spans steel split-type one band pedestrian suspension bridge structure. Structural behaviour of such suspension member subjected to asymmetrical load has been discussed under the condition of temporary load influence imposed on one span out of two. Two structural solutions of one band suspension bridges have been considered: with completely flexible retaining elements, and in case of bending rigid. The article provides analytical expressions for calculations of the displacements of these asymmetrically loaded suspended elements, thrust forces and bending moments. Simplified analytical method accuracy of one band bridges is illustrated on the basis of performed numerical experiment Performed numerical experiment shows the resulting basis of simplified analytical method accuracy of one band bridges.eng
dc.formatPDF
dc.format.mediumtekstas / txt
dc.language.isoeng
dc.relation.isreferencedbyIndex Copernicus
dc.relation.isreferencedbyCentral & Eastern European Academic Source (CEEAS)
dc.relation.isreferencedbyComputers & Applied Sciences Complete
dc.relation.isreferencedbyScience Citation Index Expanded (Web of Science)
dc.relation.isreferencedbyINSPEC
dc.relation.isreferencedbyScopus
dc.source.urihttps://doi.org/10.3846/bjrbe.2011.34
dc.titleSimplified engineering method of suspension two-span pedestrian steel bridges with flexible and rigid cables under action of asymmetrical loads
dc.typeStraipsnis Web of Science DB / Article in Web of Science DB
dcterms.accessRightsIDS Number: 872BL
dcterms.references23
dc.type.pubtypeS1 - Straipsnis Web of Science DB / Web of Science DB article
dc.contributor.institutionVilniaus Gedimino technikos universitetas
dc.contributor.facultyStatybos fakultetas / Faculty of Civil Engineering
dc.contributor.facultyFundamentinių mokslų fakultetas / Faculty of Fundamental Sciences
dc.subject.researchfieldT 002 - Statybos inžinerija / Construction and engineering
dc.subject.enSuspension steel bridges
dc.subject.enPedestrian bridges
dc.subject.enSteel stress-ribbon
dc.subject.enAsymmetric loading
dc.subject.enKinematic displacements
dc.subject.enElastic displacements
dc.subject.enBending stiffness
dc.subject.enCables rigidity
dcterms.sourcetitleThe Baltic journal of road and bridge engineering
dc.description.issueno. 4
dc.description.volumeVol. 6
dc.publisher.nameTechnika
dc.publisher.cityVilnius
dc.identifier.doi000298781300007
dc.identifier.doi2-s2.0-84856469464
dc.identifier.doi10.3846/bjrbe.2011.34
dc.identifier.elaba3958871


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