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dc.creatorGluhović, Nina
dc.creatorMarković, Zlatko
dc.creatorSpremić, Milan
dc.date.accessioned2021-04-22T07:12:54Z
dc.date.available2021-04-22T07:12:54Z
dc.date.issued2021
dc.identifier.issn2335‐0229
dc.identifier.urihttps://grafar.grf.bg.ac.rs/handle/123456789/2350
dc.description.abstractHuman perception of floor vibrations and uncompromised serviceability of equipment are two most important acceptability criteria considering floor vibrations. While verification of deflection is a simple and well-known procedure in structures’ design for serviceability limit state, the fulfilment of floor vibrations acceptability criteria are presented in different standards in the form of various calculation procedures. Results achieved through those calculation procedures are presented in the form of various classification of floor structures. Classification of composite floor structures due to vibrations is inconsistent considering different calculation procedures. Comparison of various calculation procedures for the definition of composite floor vibrations is presented in this paper. In addition, a parametric analysis is performed on the wide range of steel-concrete composite floor structures, through analysis of various composite floor layouts and a wide range of imposed loads values. The analysis of the relation between deflection, vertical vibrations and accelerations of steel-concrete composite floor beams is presented in this paper. The results of the parametric analysis are given through direct relation between deflections of composite beams and achieved floor class for the fulfilment of vibrations acceptability criteria due to the pedestrian walking.sr
dc.language.isoensr
dc.publisherSociety for Materials and Structures Testing of Serbiasr
dc.publisherUniversity of Belgrade Faculty of Civil Engineeringsr
dc.publisherAssociation of Structural Engineers of Serbiasr
dc.relationinfo:eu-repo/grantAgreement/MESTD/inst-2020/200092/RS//sr
dc.rightsopenAccesssr
dc.sourceGrađevinski materijali i konstrukcije Building Materials and Structuressr
dc.subjectpedestrian trafficsr
dc.subjectcomposite structuressr
dc.subjectdeflectionsr
dc.subjectstructure serviceabilitysr
dc.subjectfloor vibrationsr
dc.titleNumerical parametric study on steel-concrete composite floor beams vibrations due to pedestrian trafficsr
dc.typearticlesr
dc.rights.licenseARRsr
dc.rights.holderGrađevinski materijali i konstrukcije Building Materials and Structuressr
dc.citation.epage58
dc.citation.issue1
dc.citation.spage45
dc.citation.volume64
dc.identifier.doi10.5937/GRMK2101045G
dc.identifier.fulltexthttp://grafar.grf.bg.ac.rs/bitstream/id/9326/Rad.pdf
dc.type.versionpublishedVersionsr


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