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dc.creatorKozarić, Ljiljana
dc.creatorVojnić Purčar, Martina
dc.creatorTekić, Žikica
dc.creatorBešević, Miroslav
dc.creatorŽivković, Smilja
dc.date.accessioned2023-10-24T06:30:17Z
dc.date.available2023-10-24T06:30:17Z
dc.date.issued2020
dc.identifier.issn1757-899X
dc.identifier.urihttps://raf.arh.bg.ac.rs/handle/123456789/1363
dc.description.abstractThe fundamental vibration frequency and deflections due to the unit static force of the cross-laminated timber panels of different heights and spans were calculated. The calculation of the effective flexural rigidity was performed by the Gamma method. Obtained values are compared with the values obtained by modeling the construction in the Ansys software package. Three types of floor panels were analyzed with the same combinations of layer thicknesses in the cross section, but with different number of layers. The panels are 4, 5 and 6 meters long and 1 meter wide. Based on the results, recommendations have been made in accordance with current criteria that define the acceptable behavior of lightweight floor structures in relation to vibrations caused by human action.sr
dc.language.isoensr
dc.publisherIOP Publishing Ltd.sr
dc.rightsopenAccesssr
dc.rights.urihttps://creativecommons.org/licenses/by/4.0/
dc.sourceIOP Conference Series: Materials Science and Engineering, Volume 789, International Conference CIBv2019 Civil Engineering and Building Services 1-2 November 2019, Brașov, Romaniasr
dc.subjectcross-laminated timbersr
dc.subjectfloor panelssr
dc.subjectvibrationssr
dc.titleDynamic characteristics of CLT panels: Computer modelling and simulationssr
dc.typeconferenceObjectsr
dc.rights.licenseBYsr
dcterms.abstractКозарић, Љиљана; Живковић, Смиља; Текић, Жикица; Бешевић, Мирослав; Војнић Пурчар, Мартина;
dc.citation.volume789
dc.identifier.doi10.1088/1757-899X/789/1/012031
dc.identifier.fulltexthttp://raf.arh.bg.ac.rs/bitstream/id/4715/Dynamic_characteristics_of_CLT_panels_computer_mod.pdf
dc.type.versionpublishedVersionsr


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