Show simple item record

dc.contributor.authorVadlūga, Romualdas
dc.date.accessioned2023-09-18T19:30:41Z
dc.date.available2023-09-18T19:30:41Z
dc.date.issued2005
dc.identifier.other(BIS)VGT02-000011698
dc.identifier.urihttps://etalpykla.vilniustech.lt/handle/123456789/140242
dc.description.abstractA simple but sufficiently accurate and reliable strength calculation method for concrete ring-sectional members with non-uniformly distributed reinforcement and weakened by various cuts is presented in the paper. This method can also be applied for the strength calculation of members of the same type but without any cuts and containing uniformly distributed reinforcement.eng
dc.format.extentp. 307-310
dc.format.mediumtekstas / txt
dc.language.isorus
dc.titleРасчет прочности железобетонных элементов кольцевого сечения
dc.typeStraipsnis kitame recenzuotame leidinyje / Article in other peer-reviewed source
dcterms.references12
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
dcterms.sourcetitleTheoretical Foundations of Civil Engineering : Polish - Ukrainian Transactions = Збiрник наукових праць Приднïпровськоï державноï академiï будiвництва та архiтектури та Варшавського технiчного унiверситету. T. 13
dc.publisher.nameWydawnictwo Politechniki Warszawskiej
dc.publisher.cityWarsaw - Dnepropetrovsk
dc.identifier.elaba3725575


Files in this item

FilesSizeFormatView

There are no files associated with this item.

This item appears in the following Collection(s)

Show simple item record