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dc.contributor.authorKvedaras, Audronis Kazimieras
dc.contributor.authorKudzys, Antanas
dc.date.accessioned2023-09-18T18:58:35Z
dc.date.available2023-09-18T18:58:35Z
dc.date.issued2003
dc.identifier.other(BIS)VGT02-000005860
dc.identifier.urihttps://etalpykla.vilniustech.lt/handle/123456789/133967
dc.description.abstractThe resistance of new type of hollow concrete-filled circular steel tubular member under axial compression is considered analyzing also an influence on that of the effect of steel tuble and spun concrete core contact surface interaction. The experimental values of member's resistance and its mechanical model uncertainly are presented. [...].eng
dc.format.mediumtekstas / txt
dc.language.isoeng
dc.titleStructural safety of hollow concrete-filled circular steel members
dc.typeStraipsnis recenzuotame konferencijos darbų leidinyje / Paper published in peer-reviewed conference publication
dc.type.pubtypeP1d - Straipsnis recenzuotame konferencijos darbų leidinyje / Article published in peer-reviewed conference proceedings
dc.contributor.institutionVilniaus Gedimino technikos universitetas
dc.contributor.institutionKauno technologijos universiteto Architektūros ir statybos institutas
dc.contributor.facultyStatybos fakultetas / Faculty of Civil Engineering
dc.subject.researchfieldT 002 - Statybos inžinerija / Construction and engineering
dcterms.sourcetitleProceedings of XL 2003. Response of Structures to Extreme Loading[CD] : Elsevier Science, 2003
dc.identifier.elaba3631899


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