POREĐENJE UTICAJA OD VERTIKALNOG SAOBRAĆAJNOG OPTEREĆENJA NA ARNIRANO-BETONSKOM PREDNAPREGNUTOM MOSTU NA 2 POLJA

Authors

  • Lazar Aleksandrić Autor
  • Andrija Rašeta Univerzitet u Novom Sadu, Fakultet tehničkih nauka, Trg Dositeja Obradovića 6 21000 Novi Sad Autor

DOI:

https://doi.org/10.24867/26CG02Aleksandric

Keywords:

concrete bridge, traffic load

Abstract

This paper compares the results obtained by applying vertical loads to a reinforced concrete bridge on two spans using the European standard EN 1991-2 and Serbian standards for traffic loads.

References

[1] PRŽULJ M.: Mostovi, Udruženje „Izgradnja“, Beograd, 2014.
[2] RADIĆ J.: Konstruiranje mostova, Hrvatska sveučilišna naklada, Zagreb, 2005.
[3] EUROCODE 1 (Part 2) – EN 1991-2 Actions on structures: Traffic loads on bridges, European Commettee for Standardization, Bruxelles, September 2003.
[4] PRAVILNIK O TEHNIČKIM NORMATIVIMA ZA ODREĐIVANJE VELIČINE OPTEREĆENJA MOSTOVA, Sl. 1/91.
[5] www.radimpex.rs

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Published

2024-02-01

Issue

Vol. 39 No. 02 (2024): Proceedings of the Faculty of Technical Sciences

Section

Civil Engineering