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dc.contributor.authorSandovič, Giedrė
dc.date.accessioned2023-09-18T19:15:13Z
dc.date.available2023-09-18T19:15:13Z
dc.date.issued2012
dc.identifier.issn1803-3814
dc.identifier.other(BIS)VGT02-000025109
dc.identifier.urihttps://etalpykla.vilniustech.lt/handle/123456789/137322
dc.description.abstractThe article deals with the two-span suspension steel pedestrian bridge with flexible and rigid cables. Deterministic and stochastic analysis of limit stale is performed. The ultimate limit states occur when the axial stress of the most stressed part of cross-section is equal to the yield strength. Statistical analysis was carried out by means of the Monte Carlo and Latin Hypercube Sampling methods. Results of numerical experiments are presented.eng
dc.format.extentp. 292-297
dc.format.mediumtekstas / txt
dc.language.isoeng
dc.titleDeterministic and stochastic analysis of limits states of suspension pedestrian steel bridges
dc.typeStraipsnis recenzuotame konferencijos darbų leidinyje / Paper published in peer-reviewed conference publication
dcterms.references22
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.enPedestrian bridge
dc.subject.enSteel
dc.subject.enLimit states
dc.subject.enDisplacements
dc.subject.enStochastic approach
dc.subject.enStatistical analysis
dcterms.sourcetitleMENDEL 2012: 18th international conference of soft computing, Brno, Czech Republic, June 27-29, 2012
dc.publisher.nameBrno University of Technology
dc.publisher.cityBrno
dc.identifier.elaba3993346


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