Приказ основних података о дисертацији

dc.contributor.advisorDamnjanović, Milisav
dc.contributor.otherKurtović Folić, Nađa
dc.contributor.otherVasov, Miomir
dc.contributor.otherKostić, Dragan
dc.contributor.otherBogdanović, Veliborka
dc.creatorSavić, Jelena M.
dc.date.accessioned2017-06-12T10:11:46Z
dc.date.available2017-06-12T10:11:46Z
dc.date.available2020-07-03T15:57:30Z
dc.date.issued2016-09-30
dc.identifier.urihttps://nardus.mpn.gov.rs/handle/123456789/8288
dc.identifier.urihttp://eteze.ni.ac.rs/application/showtheses?thesesId=5031
dc.identifier.urihttps://fedorabg.bg.ac.rs/fedora/get/o:1326/bdef:Content/download
dc.identifier.urihttp://vbs.rs/scripts/cobiss?command=DISPLAY&base=70052&RID=533882006
dc.description.abstractThe doctoral dissertation analyses revitalization process of the existing residential buildings whose basic structural system comprises load-bearing wall system, and which were constructed in the period prior to enacting the regulations of construction in seismically active areas. The reasons for their revitalization are protection and preservation of the housing stock in order to improve the quality of housing. In order to correctly evaluate status of such structures, here are listed types and causes of damage, with necessary classifications and tabular presentations. The status assessment is performed from a developed methodological framework, which contains all the phases and activities in the process, with a defined goal and contents. The methods of rehabilitation and reinforcement of the basic load bearing wall structure, as the first phase of revitalization in which bearing capacity and safety should be ensured, as well as the necessary calculus, were provided in accordance with Eurocode 6 and Eurocode 8. For the analysis were selected two characteristics types of masonry buildings within a mixeduse (but mostly residential) block in Nis. Variations of the walls bearing capacity and load to compression and shear, as well as the variation of horizontal relative floor displacements and absolute displacements by height of the building for the selected models of bearing structure strengthening was monitored by implementing the software package FEDRA for design of masonry structures in seismically active areas, based on the principles of Eurocode 6 and Eurocode 8, in order to select the most appropriate solutions.en
dc.formatapplication/pdf
dc.languagesr
dc.publisherУниверзитет у Нишу, Грађевинско-архитектонски факултетsr
dc.relationinfo:eu-repo/grantAgreement/MESTD/Technological Development (TD or TR)/36028/RS//
dc.rightsopenAccessen
dc.rights.urihttps://creativecommons.org/licenses/by-nc-nd/4.0/
dc.sourceУниверзитет у Нишуsr
dc.subjectRevitalizacijasr
dc.subjectRevitalizationen
dc.subjectstambene zgradesr
dc.subjectnoseća konstrukcijasr
dc.subjectzidani sistemsr
dc.subjectoštećenja zgradasr
dc.subjectprocena stanja konstrukcijesr
dc.subjectmetode sanacije i ojačanjasr
dc.subjectresidential buildingsen
dc.subjectbearing structureen
dc.subjectmasonry structureen
dc.subjectdamage to buildingsen
dc.subjectassessment of the state of constructionen
dc.subjectrepair and strengthening methodsen
dc.titleRevitalizacija stambenih zgrada u konstruktivnom kontekstusr
dc.typedoctoralThesisen
dc.rights.licenseBY-NC-ND
dcterms.abstractДамњановић, Милисав; Костић, Драган; Куртовић Фолић, Нађа; Васов, Миомир; Богдановић, Велиборка; Савић, Јелена М.; Ревитализација стамбених зграда у конструктивном контексту; Ревитализација стамбених зграда у конструктивном контексту;
dc.identifier.fulltexthttps://nardus.mpn.gov.rs/bitstream/id/51247/DI_UNI_Jelena_M_Savic_2016.pdf
dc.identifier.fulltexthttps://nardus.mpn.gov.rs/bitstream/id/51248/Savic_Jelena_M.pdf
dc.identifier.fulltexthttp://nardus.mpn.gov.rs/bitstream/id/51247/DI_UNI_Jelena_M_Savic_2016.pdf
dc.identifier.fulltexthttp://nardus.mpn.gov.rs/bitstream/id/51248/Savic_Jelena_M.pdf
dc.identifier.rcubhttps://hdl.handle.net/21.15107/rcub_nardus_8288


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Приказ основних података о дисертацији