Pregled bibliografske jedinice broj: 54685
Comparison of the fatigue load model of road bridges in Croatia corresponding to EC
Comparison of the fatigue load model of road bridges in Croatia corresponding to EC // Steel Structures of the 2000 s / Arda, T. S. (ur.).
Istanbul: European Convention for Constructructional Steelwork, 2000. str. 293-298 (predavanje, međunarodna recenzija, cjeloviti rad (in extenso), znanstveni)
CROSBI ID: 54685 Za ispravke kontaktirajte CROSBI podršku putem web obrasca
Naslov
Comparison of the fatigue load model of road bridges in Croatia corresponding to EC
Autori
Markulak, Damir ; Androić, Boris ; Pulić, Daniela
Vrsta, podvrsta i kategorija rada
Radovi u zbornicima skupova, cjeloviti rad (in extenso), znanstveni
Izvornik
Steel Structures of the 2000 s
/ Arda, T. S. - Istanbul : European Convention for Constructructional Steelwork, 2000, 293-298
Skup
International Conference on Steel Structures of the 2000 s
Mjesto i datum
Istanbul, Turska, 11.09.2000. - 13.09.2000
Vrsta sudjelovanja
Predavanje
Vrsta recenzije
Međunarodna recenzija
Ključne riječi
road bridges; fatigue load model; load modelling; equivalent weight of vehicles
Sažetak
The fatigue analysis of road bridges requires specific traffic data, such as stress-range spectrum and percentage of vehicle types. Eurocode proposes the fatigue load model with using actual traffic data which are suitable for countries of the European community. The fatigue load model is obtained on the basis of statistical data of road traffic in Croatia, which is different from the Eurocode model (EC model). The fatigue load model obtained in Croatia (CRO model) results in a lower stress-range spectrum than the EC model.
Izvorni jezik
Engleski
Znanstvena područja
Građevinarstvo
