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Čelični okviri sa ispunom od klirita ili stakla pod ciklkičnim opterećenjem

dc.creatorNestorović, Miodrag
dc.creatorTerzović, Jefto
dc.creatorMandić, Rastislav
dc.date.accessioned2019-04-30T13:22:41Z
dc.date.available2019-04-30T13:22:41Z
dc.date.issued2016
dc.identifier.urihttps://grafar.grf.bg.ac.rs/handle/123456789/1397
dc.description.abstractGlass facade is traditionally considered as non structural element in buildings subjected to earthquake loading. Severe earthquake damage of windows glass panels initiated the research in this area in two directions. The first approach tends to minimize damage of glass panes as non structural elements. The second approach integrates glass panes in structural system in order to stabilize main bearing elements. In this paper the results of experimental investigation of composite panels subjected to in-plane cyclic loadings is presented. The panels are formed of steel frames, laminated glass or polycarbonate (klirit) infill and rubber joints. The presented results demonstrate the response of composite panels due to various load levels and frequencies.en
dc.publisherGrađevinski fakultet, Subotica
dc.relationinfo:eu-repo/grantAgreement/MESTD/Technological Development (TD or TR)/36048/RS//
dc.rightsopenAccess
dc.rights.urihttps://creativecommons.org/licenses/by-sa/4.0/
dc.sourceZbornik radova 4. međunarodne konferencije Savremena dostignuća u građevinarstvu 2016en
dc.titleSteel frames with klirit or glass infill subjected to cyclic loadingen
dc.titleČelični okviri sa ispunom od klirita ili stakla pod ciklkičnim opterećenjemsr
dc.typeconferenceObject
dc.rights.licenseBY-SA
dc.citation.epage228
dc.citation.other32: 221-228
dc.citation.spage221
dc.citation.volume32
dc.description.otherZbornik radova Građevinskog fakultetaen
dc.identifier.doi10.14415/konferencijaGFS2016.021
dc.identifier.fulltexthttps://grafar.grf.bg.ac.rs//bitstream/id/3498/1395.pdf
dc.type.versionpublishedVersion


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