Приказ основних података о документу

dc.creatorSpremić, Milan B.
dc.creatorFric, Nenad
dc.creatorMarković, Zlatko A.
dc.creatorBuđevac, Dragan V.
dc.date.accessioned2020-05-21T11:49:19Z
dc.date.available2020-05-21T11:49:19Z
dc.date.issued2010
dc.identifier.urihttps://grafar.grf.bg.ac.rs/handle/123456789/1956
dc.description.abstractJoint between concrete structural member and steel or timber structural member can be realized with anchor plate which is being embeded in concrete structure during the erection. Anchor plate can be connected with concrete structural member using any standard anchor, with anchors made of ribbed reinforcement or, with group of standard head stud connectors as it is described in this paper. This paper also describes a procedure for calculation of anchor plate shear capacity with connection to concrete member realized with group of head stud connector.en
dc.language.isosrsr
dc.rightsopenAccesssr
dc.sourceInternacionalni naučno-stručni skup Građevinarstvo - nauka i praksa 2010, 15-19. februar 2010, Žabljak, Podgorica, knjiga 1sr
dc.subjectHead stud connectorsr
dc.subjectanchorsr
dc.subjectanchor platesr
dc.subjectshear capacitysr
dc.titleNosivost na smicanje anker ploče sa grupom elastičnih čep moždanikasr
dc.typeconferenceObjectsr
dc.rights.licenseARRsr
dc.citation.epage654
dc.citation.spage649
dc.identifier.fulltexthttps://grafar.grf.bg.ac.rs/bitstream/id/7533/bitstream_7533.pdf
dc.identifier.rcubhttps://hdl.handle.net/21.15107/rcub_grafar_1956
dc.type.versionpublishedVersionsr


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Приказ основних података о документу