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izvor podataka: crosbi

Comparison of the fatigue load model of road bridges in Croatia corresponding to EC (CROSBI ID 477031)

Prilog sa skupa u zborniku | izvorni znanstveni rad | međunarodna recenzija

Markulak, Damir ; Androić, Boris ; Pulić, Daniela 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-x

Podaci o odgovornosti

Markulak, Damir ; Androić, Boris ; Pulić, Daniela

engleski

Comparison of the fatigue load model of road bridges in Croatia corresponding to EC

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.

road bridges; fatigue load model; load modelling; equivalent weight of vehicles

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Podaci o prilogu

293-298-x.

2000.

objavljeno

Podaci o matičnoj publikaciji

Steel Structures of the 2000 s

Arda, T. S.

Istanbul: European Convention for Constructructional Steelwork

Podaci o skupu

International Conference on Steel Structures of the 2000 s

predavanje

11.09.2000-13.09.2000

Istanbul, Turska

Povezanost rada

Građevinarstvo