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Scientific paper - Original scientific paper
Analytical and Numerical Verification of Vibration Design in Timber Concrete Composite Floors
Forests, 12(6) (2021); 1182198. https://doi.org/10.3390/f12060707
Perković, Nikola; Rajčić, Vlatka; Barbalić, Jure

Institutional repository: Repository of the Faculty of Civil Engineering, University of Zagreb

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Perković, N., Rajčić, V. & Barbalić, J. (2021). Analytical and Numerical Verification of Vibration Design in Timber Concrete Composite Floors. Forests, 12(6).. doi: 10.3390/f12060707

Perković, Nikola, et al. "Analytical and Numerical Verification of Vibration Design in Timber Concrete Composite Floors." Forests, vol. 12(6), 2021. https://doi.org/10.3390/f12060707

Perković, Nikola, Vlatka Rajčić and Jure Barbalić. "Analytical and Numerical Verification of Vibration Design in Timber Concrete Composite Floors." Forests 12(6) (2021). https://doi.org/10.3390/f12060707

Perković, N., Rajčić, V. and Barbalić, J. (2021) 'Analytical and Numerical Verification of Vibration Design in Timber Concrete Composite Floors', Forests, 12(6). doi: 10.3390/f12060707

Perković N, Rajčić V, Barbalić J. Analytical and Numerical Verification of Vibration Design in Timber Concrete Composite Floors. Forests [Internet]. 2021 [cited 2024 September 08];12(6). doi: 10.3390/f12060707

N. Perković, V. Rajčić and J. Barbalić, "Analytical and Numerical Verification of Vibration Design in Timber Concrete Composite Floors", Forests, vol. 12(6), 2021. [Online]. Available at: https://urn.nsk.hr/urn:nbn:hr:237:961017. [Accessed: 08 September 2024]

Metadata
Title (english)Analytical and Numerical Verification of Vibration Design in Timber Concrete Composite Floors
AuthorNikola Perković
AuthorVlatka Rajčić
AuthorJure Barbalić
Author's institutionUniversity of Zagreb
Faculty of Civil Engineering
Scientific / art field,
discipline and subdiscipline		TECHNICAL SCIENCES
Civil Engineering
Abstract (english)
The TCC concept has been studied and developed over the past decades. The variety of solutions shows the meaningfulness and functionality of this system, as well as the continuous work of scientists over time. To benefit from these advantages, the composite needs to provide sufficient stiffness to meet the serviceability criteria and load capacity to resist loading at every stage of the building life. An example of connector types and load slip curves according to EN 1995 is given. This paper discusses possible limitations related to residential areas, and additionally, the possible solutions that EN 1995 does not discuss in the case of resonant response (f1 < 8 Hz). The theoretical studies were accompanied by numerical analyses considering certain simplifications suitable for practical use.
Keywords (english)
Languageenglish
Publication typeScientific paper - Original scientific paper
Publication statusPublished
Peer reviewPeer review - international
Publication versionPublished version
Journal titleForests
Numberingvol. 12(6), 1182198
e-ISSN1999-4907
DOIhttps://doi.org/10.3390/f12060707
URN:NBNurn:nbn:hr:237:961017
Publication2021
Type of resourceText
Access conditionsOpen access
Terms of useLicence In copyright icon
Created on2024-09-04 12:05:57