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dc.contributor.authorVainiūnas, Povilas
dc.contributor.authorPopov, Vladimir
dc.contributor.authorJarmolajev, Andrej
dc.date.accessioned2023-09-18T18:43:40Z
dc.date.available2023-09-18T18:43:40Z
dc.date.issued2002
dc.identifier.issn1392-3730
dc.identifier.other(BIS)VGT02-000003722
dc.identifier.urihttps://etalpykla.vilniustech.lt/handle/123456789/131005
dc.description.abstractThe paper presents information about theoretical investigations and based on computer modelling and analysis research methods of fiat floor slab-to-column joint behaviour for punching· obtained by authors. Mam pnnctples of calculation and design methods of fiat slab-to-column support under punching according to variety of internattonal design coded arc observed and compared. The design problems of beamless floor systems for shear Wtth bendmg are discussed. The set of variables, such as lateral flexural reinforcement, bending moment to shear force ratw, span-to-slab depth ratio and slab thickness to column depth ratio, which may have an influence on flat two-ways floor slab punchmg shear strength is established and computer modelling analysis methods are applied to investigate the problem.eng
dc.formatPDF
dc.format.extentp. 77-82
dc.format.mediumtekstas / txt
dc.language.isoeng
dc.source.urihttp://www.tandfonline.com/doi/pdf/10.1080/13923730.2002.10531255
dc.titlePunching shear behaviour analysis of RC flat floor slab-to-column connection
dc.typeStraipsnis kitame recenzuotame leidinyje / Article in other peer-reviewed source
dc.type.pubtypeS4 - Straipsnis kitame recenzuotame leidinyje / Article in other peer-reviewed publication
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.enPunching shear strength
dc.subject.enFiat floor slab-to-column connection
dc.subject.enShear crack inclination angle
dc.subject.enLateral flexural reinforcement
dc.subject.enShear force to bending moment ratio
dc.subject.enNumerical analyses and computer modellmg methods
dcterms.sourcetitleJournal of civil engineering and management
dc.description.issueno. 2
dc.description.volumeVol. 8
dc.publisher.nameTechnika
dc.publisher.cityVilnius
dc.identifier.doi10.1080/13923730.2002.10531255
dc.identifier.elaba3599419


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