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Seismic Assessment of RC Buildings using N2 Method

dc.creatorPetronijević, Mira
dc.creatorMarjanović, Miroslav
dc.creatorRadeka, Petar
dc.date.accessioned2019-04-30T13:24:24Z
dc.date.available2019-04-30T13:24:24Z
dc.date.issued2018
dc.identifier.isbn978-86-88897-11-2
dc.identifier.urihttps://grafar.grf.bg.ac.rs/handle/123456789/1623
dc.description.abstractThis paper presents the results of a comparative analysis of the behavior of a eight-storey RC building of type: (1) spatial frame and (2) spatial frame with shear walls, according to EN1998-1, using N2 method. The analysis was carried out using standard pushover analysis and multi-modal pushover analysis, using ETABS software. The obtained target displacements, appearance and arrangement of plastic hinges and interstory drifts were compared for the design earthquake, and certain conclusions were carried out.en
dc.publisherSavez građevinskih inženjera Srbije, Beograd
dc.relationinfo:eu-repo/grantAgreement/MESTD/Technological Development (TD or TR)/36043/RS//
dc.relationinfo:eu-repo/grantAgreement/MESTD/Technological Development (TD or TR)/36048/RS//
dc.rightsopenAccess
dc.rights.urihttps://creativecommons.org/licenses/by-nc-nd/4.0/
dc.sourceZbornik radova / Šesto međunarodno naučno-stručno savetovanje Zemljotresno inženjerstvo i inženjerska seizmologija = Conference Proceedings / Sixth International Conference Seismic Engineering and Engineering Seismology, Kraljevo, 13.-15. jun 2018. godinen
dc.titleSeismic Assessment of RC Buildings using N2 Methoden
dc.typeconferenceObject
dc.rights.licenseBY-NC-ND
dc.citation.epage395
dc.citation.other: 387-395
dc.citation.spage387
dc.identifier.fulltexthttps://grafar.grf.bg.ac.rs//bitstream/id/3605/1621.pdf
dc.identifier.rcubhttps://hdl.handle.net/21.15107/rcub_grafar_1623
dc.type.versionpublishedVersion


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