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Veza donjeg i gornjeg stroja betonskih mostova sa aspekta seizmičke izolacije konstrukcije

dc.creatorSalatić, Ratko
dc.creatorMirković, Nikola
dc.date.accessioned2019-04-30T13:23:43Z
dc.date.available2019-04-30T13:23:43Z
dc.date.issued2017
dc.identifier.issn0352-6852
dc.identifier.urihttps://grafar.grf.bg.ac.rs/handle/123456789/1532
dc.description.abstractThis paper presents the basic principles seismic isolation of concrete bridgesusing different types connections between superstructure and substructure of construction.In the particular case of the bridge over river Dičina on the section Takovo – Preljina ofhighway E-763 Belgrade - Požega modeled cases with rigid and hinge connection, andcase with elastomeric bearings. Analised influence of the type connection on improvingseismic isolation of construction as well as the impact changes the stiffness of elastomericbearings on the resulting seismic forces. In the conclusions were presented basicobservations conducted analysis could be applied at the calculation similar bridges of thistype in seismic active areas.en
dc.publisherGrađevinski fakultet, Subotica
dc.rightsopenAccess
dc.rights.urihttps://creativecommons.org/licenses/by-sa/4.0/
dc.sourceZbornik radova Građevinskog fakultetaen
dc.titleConnection between superstructure and substructure concrete bridges with aspect seismic isolation of constructionen
dc.titleVeza donjeg i gornjeg stroja betonskih mostova sa aspekta seizmičke izolacije konstrukcijesr
dc.typeconferenceObject
dc.rights.licenseBY-SA
dc.citation.epage109
dc.citation.other33: 103-109
dc.citation.rankM52
dc.citation.spage103
dc.citation.volume33
dc.description.otherZbornik radova Građevinskog fakultetaen
dc.identifier.doi10.14415/konferencijaGFS2017.010
dc.identifier.fulltexthttps://grafar.grf.bg.ac.rs//bitstream/id/3558/1530.pdf
dc.type.versionpublishedVersion


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