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dc.contributor.authorSamofalov, Michail
dc.contributor.authorCvirka, Vytautas
dc.date.accessioned2023-09-18T18:25:30Z
dc.date.available2023-09-18T18:25:30Z
dc.date.issued2010
dc.identifier.other(BIS)VGT02-000021712
dc.identifier.urihttps://etalpykla.vilniustech.lt/handle/123456789/127643
dc.description.abstractIn the paper the simulation ideas of steel 255 m bay arch are reviewed. For modelling of wind, temperature and flexible guys mechanical work an original sequence based on a variational procedure have been prepeared. Linear static, linearized dynamic and stability, geometric non-linearity analyses are described, different support conditions in the numerical model are considered. The results of these numerical investigations were applied for the basic structural design of the building.eng
dc.format.extentp. 1045-1054
dc.format.mediumtekstas / txt
dc.language.isoeng
dc.titleMechanical state analysis and an original sequence of calculations of a huge bay arch under static and dynamic actions
dc.typeStraipsnis recenzuotame konferencijos darbų leidinyje / Paper published in peer-reviewed conference publication
dcterms.references24
dc.type.pubtypeP1d - Straipsnis recenzuotame konferencijos darbų leidinyje / Article published in peer-reviewed conference proceedings
dc.contributor.institutionVilniaus Gedimino technikos universitetas
dc.contributor.facultyFundamentinių mokslų fakultetas / Faculty of Fundamental Sciences
dc.subject.researchfieldT 002 - Statybos inžinerija / Construction and engineering
dc.subject.enSequence
dc.subject.enAlgorithm
dc.subject.enVariation
dc.subject.enArch
dc.subject.enStadium
dc.subject.enDynamic action
dc.subject.enDesign
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.elaba3920469


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