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dc.contributor.authorParasonis, Josifas
dc.date.accessioned2023-09-18T19:12:37Z
dc.date.available2023-09-18T19:12:37Z
dc.date.issued2004
dc.identifier.other(BIS)VGT02-000008429
dc.identifier.urihttps://etalpykla.vilniustech.lt/handle/123456789/136486
dc.description.abstractThe paper deals with experimental results out on statically inderterminate prestressed reinforced concrete members. The results of 4 series tests comprising 4 specimens in each serie are analysed. The relative initial stresses of concrete prestressing (by 0,25 to 0,64) and eccentricities of prestressing forces were different. [...].eng
dc.format.extentp. 1629-1633
dc.format.mediumtekstas / txt
dc.language.isoeng
dc.titlePeculiarities of relaxation processes in statisticaly inderterminate structures
dc.typeStraipsnis recenzuotame konferencijos darbų leidinyje / Paper published in peer-reviewed conference publication
dcterms.references0
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
dcterms.sourcetitleProgress in Structural Engineering, Mechanics and Computation : proceedings of the Second International Conference on Structural Engineering, Mechanics and Computation, 5-7 July 2004, Cape Town, South Africa
dc.publisher.nameA.A. Balkema publishers
dc.publisher.cityLeiden
dc.identifier.elaba3670750


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