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Analyzing influence of seismic forces on viaducts according to Eurocode 8/2

Mehmed Čaušević
Peter Fajfar
Matej Fischinger
Tatjana Isaković

Puni tekst: hrvatski, pdf (395 KB) str. 137-147 preuzimanja: 2.173* citiraj
APA 6th Edition
Čaušević, M., Fajfar, P., Fischinger, M. i Isaković, T. (2003). Proračun vijadukta na djelovanje sila potresa prema Eurokodu 8/2. Građevinar, 55 (03.), 137-147. Preuzeto s https://hrcak.srce.hr/10955
MLA 8th Edition
Čaušević, Mehmed, et al. "Proračun vijadukta na djelovanje sila potresa prema Eurokodu 8/2." Građevinar, vol. 55, br. 03., 2003, str. 137-147. https://hrcak.srce.hr/10955. Citirano 06.12.2020.
Chicago 17th Edition
Čaušević, Mehmed, Peter Fajfar, Matej Fischinger i Tatjana Isaković. "Proračun vijadukta na djelovanje sila potresa prema Eurokodu 8/2." Građevinar 55, br. 03. (2003): 137-147. https://hrcak.srce.hr/10955
Harvard
Čaušević, M., et al. (2003). 'Proračun vijadukta na djelovanje sila potresa prema Eurokodu 8/2', Građevinar, 55(03.), str. 137-147. Preuzeto s: https://hrcak.srce.hr/10955 (Datum pristupa: 06.12.2020.)
Vancouver
Čaušević M, Fajfar P, Fischinger M, Isaković T. Proračun vijadukta na djelovanje sila potresa prema Eurokodu 8/2. Građevinar [Internet]. 2003 [pristupljeno 06.12.2020.];55(03.):137-147. Dostupno na: https://hrcak.srce.hr/10955
IEEE
M. Čaušević, P. Fajfar, M. Fischinger i T. Isaković, "Proračun vijadukta na djelovanje sila potresa prema Eurokodu 8/2", Građevinar, vol.55, br. 03., str. 137-147, 2003. [Online]. Dostupno na: https://hrcak.srce.hr/10955. [Citirano: 06.12.2020.]

Sažetak
The behavior of viaducts subjected to seismic action is analyzed in accordance with Eurocode (EC) 8/2. An example of viaduct is selected in such a way that it covers most possibilities that can be encountered in practice: slender, moderately stiff ad stiff piers, piers founded on piles, slender piers with shallow foundations, steep and moderately inclined cross-sectional slopes of the obstacle to be crossed by the structure. The mentioned pier types are modeled, which includes analysis of seismic load on piers for the longitudinal and transverse direction of the viaduct, and dimensioning.

Ključne riječi
Eurocode 8; bridge; viaduct; standards; modeling; earthquake action; nonlinear behavior

Hrčak ID: 10955

URI
https://hrcak.srce.hr/10955

[hrvatski]

Posjeta: 2.495 *