prikaz prve stranice dokumenta Analytical and Numerical Verification of Vibration Design in Timber Concrete Composite Floors
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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

Institucijski repozitorij: Repozitorij Građevinskog fakulteta Sveučilišta u Zagrebu

Citirajte ovaj rad

Perković, N., Rajčić, V. i 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 i 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. i 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. [pristupljeno 08.09.2024.];12(6). doi: 10.3390/f12060707

N. Perković, V. Rajčić i J. Barbalić, "Analytical and Numerical Verification of Vibration Design in Timber Concrete Composite Floors", Forests, vol. 12(6), 2021. [Online]. Dostupno na: https://urn.nsk.hr/urn:nbn:hr:237:961017. [Citirano: 08.09.2024.]

Za citiranje koristite ovu mrežnu adresu: https://urn.nsk.hr/urn:nbn:hr:237:961017
Podaci o radu
Naslov (engleski)Analytical and Numerical Verification of Vibration Design in Timber Concrete Composite Floors
AutorNikola Perković
AutorVlatka Rajčić
AutorJure Barbalić
Autorova ustanovaSveučilište u Zagrebu
Građevinski fakultet
Znanstveno / umjetničko
područje, polje i grana		TEHNIČKE ZNANOSTI
Građevinarstvo
Sažetak (engleski)
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.
Ključne riječi (engleski)
Jezikengleski
Vrsta publikacijeZnanstveni rad - Izvorni znanstveni rad
Status objaveObjavljen
Vrsta recenzijeRecenziran - međunarodna recenzija
Verzija publikacijeObjavljena verzija rada (izdavačev PDF)
Naslov časopisaForests
Brojčani podacivol. 12(6), 1182198
e-ISSN1999-4907
DOIhttps://doi.org/10.3390/f12060707
URN:NBNurn:nbn:hr:237:961017
Datum objave publikacije2021
Vrsta resursaTekst
Prava pristupaOtvoreni pristup
Uvjeti korištenjaIkona licence Zaštićeno autorskim pravom.
Datum i vrijeme pohrane2024-09-04 12:05:57