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Osnovni principi i pravila projektovanja, proračuna i izgradnje zidanih zgrada prema EC 6 i EC 8

dc.creatorStevanović, Boško
dc.creatorLađinović, Đorđe
dc.date.accessioned2019-04-19T14:19:25Z
dc.date.available2019-04-19T14:19:25Z
dc.date.issued2013
dc.identifier.issn0350-5421
dc.identifier.urihttp://grafar.grf.bg.ac.rs/handle/123456789/490
dc.description.abstractDesign of masonry structures implies a combination of traditional and contemporary knowledge. By introducing Eurocodes, their design is equated with the design of other type of structures. According to the division of contents of European standards for structural design, the Eurocode 6 provides general rules for design, while Eurocode 8 provides additional rules that should be taken into consideration in design of masonry structures for earthquake resistance. This paper provides a review of the most important provisions for the calculation and design concept for masonry structures in compliance with European standards EN 1996 and EN 1998. The basic design concept of masonry structures in seismically active areas is to allow the reduction of expected seismic activity within linear analysis which are obtained based on elastic response spectrum, where the level of design seismic forces depends on the adopted structural system and prescribed behavior of the structure during earthquakes.en
dc.description.abstractProjektovanje zidanih konstrukcija predstavlja kombinaciju tradicionalnih i savremenih saznanja, a uvođenjem Evrokodova izjednačava se njihovo projektovanje sa projektovanjem drugih tipova konstrukcija. Saglasno podeli sadržaja evropskih standarda za projektovanje konstrukcija, Evrokod 6 navodi opšta pravila za projektovanje, dok su u Evrokodu 8 data dodatna pravila koja treba uzeti u obzir pri projektovanju zidanih konstrukcija u seizmičkim uslovima. U radu je dat pregled najvažnijih odredbi za proračun i koncept projektovanja zidanih zgrada saglasno evropskim standardima EN 1996 i EN 1998. Osnovni koncept projektovanja višespratnih zidanih zgrada u seizmički aktivnim područjima ogleda se u tome da se u okviru linearne analize dozvoli redukcija očekivanih seizmičkih dejstava dobijenih na osnovu elastičnog spektra odgovora, pri čemu nivo redukcije seizmičkih sila zavisi od usvojenog konstrukcijskog sistema i propisanog ponašanja konstrukcije.sr
dc.publisherUdruženje inženjera građevinarstva, geotehnike, arhitekture i urbanista "Izgradnja", Beograd
dc.relationinfo:eu-repo/grantAgreement/MESTD/Technological Development (TD or TR)/36043/RS//
dc.rightsopenAccess
dc.sourceIzgradnja
dc.subjectEarthquakeen
dc.subjectmasonry buildingsen
dc.subjectEurocode 6en
dc.subjectEurocode 8en
dc.subjectzemljotressr
dc.subjectzidane zgradesr
dc.subjectEvrokod 6sr
dc.subjectEvrokod 8sr
dc.titleBasic principles and rules for design, calculation and construction of mansory structures according to EC 6 and EC 8en
dc.titleOsnovni principi i pravila projektovanja, proračuna i izgradnje zidanih zgrada prema EC 6 i EC 8sr
dc.typearticle
dc.rights.licenseARR
dc.citation.epage220
dc.citation.issue5-6
dc.citation.other67(5-6): 211-220
dc.citation.rankM51
dc.citation.spage211
dc.citation.volume67
dc.identifier.fulltexthttp://grafar.grf.bg.ac.rs//bitstream/id/3913/488.pdf
dc.identifier.rcubconv_348
dc.type.versionpublishedVersion


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