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Stručni rad
https://doi.org/10.14256/JCE.1452.2015

Analysis of timber-concrete composite girders

Dean Čizmar
Maja Vrančić

Puni tekst: engleski, pdf (1 MB) str. 559-570 preuzimanja: 356* citiraj
APA 6th Edition
Čizmar, D. i Vrančić, M. (2016). Analysis of timber-concrete composite girders. Građevinar, 68 (07.), 559-570. https://doi.org/10.14256/JCE.1452.2015
MLA 8th Edition
Čizmar, Dean i Maja Vrančić. "Analysis of timber-concrete composite girders." Građevinar, vol. 68, br. 07., 2016, str. 559-570. https://doi.org/10.14256/JCE.1452.2015. Citirano 21.10.2020.
Chicago 17th Edition
Čizmar, Dean i Maja Vrančić. "Analysis of timber-concrete composite girders." Građevinar 68, br. 07. (2016): 559-570. https://doi.org/10.14256/JCE.1452.2015
Harvard
Čizmar, D., i Vrančić, M. (2016). 'Analysis of timber-concrete composite girders', Građevinar, 68(07.), str. 559-570. https://doi.org/10.14256/JCE.1452.2015
Vancouver
Čizmar D, Vrančić M. Analysis of timber-concrete composite girders. Građevinar [Internet]. 2016 [pristupljeno 21.10.2020.];68(07.):559-570. https://doi.org/10.14256/JCE.1452.2015
IEEE
D. Čizmar i M. Vrančić, "Analysis of timber-concrete composite girders", Građevinar, vol.68, br. 07., str. 559-570, 2016. [Online]. https://doi.org/10.14256/JCE.1452.2015
Puni tekst: hrvatski, pdf (1 MB) str. 559-570 preuzimanja: 2.232* citiraj
APA 6th Edition
Čizmar, D. i Vrančić, M. (2016). Proračun spregnutih nosača drvo - beton. Građevinar, 68 (07.), 559-570. https://doi.org/10.14256/JCE.1452.2015
MLA 8th Edition
Čizmar, Dean i Maja Vrančić. "Proračun spregnutih nosača drvo - beton." Građevinar, vol. 68, br. 07., 2016, str. 559-570. https://doi.org/10.14256/JCE.1452.2015. Citirano 21.10.2020.
Chicago 17th Edition
Čizmar, Dean i Maja Vrančić. "Proračun spregnutih nosača drvo - beton." Građevinar 68, br. 07. (2016): 559-570. https://doi.org/10.14256/JCE.1452.2015
Harvard
Čizmar, D., i Vrančić, M. (2016). 'Proračun spregnutih nosača drvo - beton', Građevinar, 68(07.), str. 559-570. https://doi.org/10.14256/JCE.1452.2015
Vancouver
Čizmar D, Vrančić M. Proračun spregnutih nosača drvo - beton. Građevinar [Internet]. 2016 [pristupljeno 21.10.2020.];68(07.):559-570. https://doi.org/10.14256/JCE.1452.2015
IEEE
D. Čizmar i M. Vrančić, "Proračun spregnutih nosača drvo - beton", Građevinar, vol.68, br. 07., str. 559-570, 2016. [Online]. https://doi.org/10.14256/JCE.1452.2015

Sažetak
Timber-concrete composite girders are often used in the renovation of high-rise structures, and they can also be used in bridges. These systems are relatively complex to analyse as two materials presenting different stiffness and rheological properties participate in ensuring an appropriate bearing capacity. While the analysis of instantaneous deformations is clearly defined in Eurocode 5, the analysis of long-term deformations, which are often relevant, is not clearly defined. The objective of this paper is to present the analysis of a timber-concrete composite girder, taking into account instantaneous and long-term deformations in a relatively simple way, suitable for practical engineers.

Ključne riječi
composite action; timber-concrete composite girder; long-term deformations

Hrčak ID: 164576

URI
https://hrcak.srce.hr/164576

[hrvatski]

Posjeta: 2.760 *