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Application of Composite Structures in Multi-Storey Car Parks

dc.creatorMarjanović, Miroslav
dc.date.accessioned2019-10-01T11:44:49Z
dc.date.available2019-10-01T11:44:49Z
dc.date.issued2010
dc.identifier.urihttps://grafar.grf.bg.ac.rs/handle/123456789/1746
dc.description.abstractPostoji veliki broj primenjenih rešenja u projektovanju višespratnih garaža: različita konstrukcijska rešenja razlikuju se u načinu na koji se projektuju međuspratne konstrukcije. Primena spregnutih konstrukcija u projektovanju međuspratnih konstrukcija rezultuje: smanjenjem utroška čelika, smanjenjem građevinske visine, kraćim vremenom građenja. U ovom radu su analizirane osnovne metode projektovanja spregnutih greda od čelika i betona, u skladu sa Evrokodom. Analizirana su tri različita tipa čeličnih greda spregnutih sa betonskom pločom na profilisanom limu: greda u vidu klasičnog vruće valjanog I - profila, STUB sistemi spregnute grede i spregnuta greda u vidu saćastog čeličnog nosača. Data je komparativna analiza primene tri sistema spregnute grede. Usvojeno rešenje primenjeno je u konstrukciji koja je opisana u drugom delu ovog rada. U drugom delu rada je detaljno izložen proračun noseće čelične konstrukcije javne garaže dimenzija 31x70 m u osnovi, spratnosti P+3, sa detaljima čelične konstrukcije.sr
dc.description.abstractThere is a great variety of applied solutions in multi-storey car parks design: the various construction types differ from one another by the way the floors are built. Applying of composite structures in floor design results in: reduction in steel consumption, reduction of the structural height, shorter construction period. This research deals with main design methods for composite beam from steel and concrete, according to Eurocode. There were analyzed three solutions for steel beam in combination with concrete slab on profiled steel sheet: standard hot rolled I - profile, composite Stub girder, and castellated composite beam. Comparative analysis of application of three solutions for composite beam was given. The admited solution is applied in the construction of which is described in the second part of this paper. The second part of this paper is exposed to the detailed calculation of main steel construction of public car park, with dimensions of 31x70 m in the basis, with B+3 floors, and with structural steel detailing.en
dc.language.isosrsr
dc.relationinfo:eu-repo/grantAgreement/MESTD/MPN2006-2010/22001/RS//
dc.rightsopenAccesssr
dc.rights.urihttps://creativecommons.org/licenses/by-nc-nd/4.0/
dc.subjectčeliksr
dc.subjectbetonsr
dc.subjectspregnute konstrukcijesr
dc.subjectspregnuta ploča na profilisanom limusr
dc.subjectspregnuta gredasr
dc.subjectSTUB nosačsr
dc.subjectsaćasti nosačsr
dc.subjectvišespratna garažasr
dc.subjectEvrokodsr
dc.subjectsteelsr
dc.subjectconcretesr
dc.subjectcomposite structuressr
dc.subjectcomposite slab with profiled steel sheetsr
dc.subjectcomposite beamsr
dc.subjectSTUB girdersr
dc.subjectcastellated beamsr
dc.subjectmulti-storey car parksr
dc.subjectEurocodesr
dc.titlePrimena spregnutih konstrukcija kod višespratnih javnih garažasr
dc.titleApplication of Composite Structures in Multi-Storey Car Parksen
dc.typemasterThesissr
dc.rights.licenseBY-NC-NDsr
dc.identifier.fulltexthttps://grafar.grf.bg.ac.rs/bitstream/id/6614/bitstream_6614.pdf
dc.type.versionpublishedVersionsr


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