POREĐENJE UTICAJA OD VERTIKALNOG SAOBRAĆAJNOG OPTEREĆENJA NA ARNIRANO-BETONSKOM PREDNAPREGNUTOM MOSTU NA 2 POLJA
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
[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
Published
2024-02-01
Section
Civil Engineering