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dc.contributor.authorKudzys, Antanas
dc.contributor.authorŠimkus, Regimantas
dc.date.accessioned2023-09-18T17:26:09Z
dc.date.available2023-09-18T17:26:09Z
dc.date.issued2005
dc.identifier.other(BIS)KTU02-000044052
dc.identifier.urihttps://etalpykla.vilniustech.lt/handle/123456789/122917
dc.description.abstractStructural behaviour and response peculiarities of the moment-resisting RC frame systems sujected to horizontal extreme action effects caused by wind velocity pressures or earthquake motions are discussed. Results of experimental trials on the fragments of cast-in-situ RC multi-storey buildings with load-carrying walls and girderless floors as frame systems are presented. The cracking process, hysteresis loops, energy dissipation and resistance of primary and repaired joints are analysed. An effect of injections of epoxy resin grouts on the joint resistance and deformations is under consideration.eng
dc.format.extentp. 615-621
dc.format.mediumtekstas / txt
dc.language.isoeng
dc.titleInjection renovations of cracked joints
dc.typeStraipsnis recenzuotame konferencijos darbų leidinyje / Paper published in peer-reviewed conference publication
dcterms.references8
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.subject.researchfieldT 002 - Statybos inžinerija / Construction and engineering
dc.subject.enresisting RC frame
dc.subject.enlow-cycle seismic actions
dc.subject.enresin grout injections
dcterms.sourcetitleImprovement of buildings' structural quality by new technologies : proceedings of the final conference of Cost Action C12, 20-22 January, 2005, Innsbruck, Austria
dc.publisher.nameA.A. Balkema publishers
dc.publisher.cityLeiden
dc.identifier.doiLBT02-000013582
dc.identifier.elaba3107691


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