TY  - JOUR
AU  - Bojović, A.
AU  - Munoz, Mora A.
AU  - Marković, Zlatko
AU  - Novaković, N.
PY  - 2018
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/963
AB  - The Railway road bridge in Novi Sad (Serbia) is situated on the international railroad line No 2 (Belgrade-Budapest) and designed for two railway tracks (160 km/h), two road lanes and two footpaths. The bridge structure consists of four structures: two approach composite bridges at the banks and two steel tied network arch bridges over the river. The spans are 27,0 m + 177,0 m + 3,0 m + 219,0 m + 48,0m, totally 474,0 m in length. The rises of arches are 34,0 m and 42,0 m respectively. The width of the bridge is 31,5 m. The arches and ties, as well as the girders of the approach spans, are steel box girders. The decks of all bridge structures are the composite reinforced concrete slabs with thickness of 300 mm, locally 400 mm. The launching itself was very complex and unique, in both analysis and construction. The arch bridges were fully assembled on the banks and launched by skids over the bank and by pontoons over the river, to the final position on piers. The bridge is, despite of heavy loads and structural complexity, very rational in steel volumes and construction costs as well.
T2  - Bauingenieur
T1  - Network arches over the Danube - Railway Road Bridge in Novi Sad
EP  - 114
SP  - 110
VL  - 93
UR  - https://hdl.handle.net/21.15107/rcub_grafar_963
ER  - 

@article{
author = "Bojović, A. and Munoz, Mora A. and Marković, Zlatko and Novaković, N.",
year = "2018",
abstract = "The Railway road bridge in Novi Sad (Serbia) is situated on the international railroad line No 2 (Belgrade-Budapest) and designed for two railway tracks (160 km/h), two road lanes and two footpaths. The bridge structure consists of four structures: two approach composite bridges at the banks and two steel tied network arch bridges over the river. The spans are 27,0 m + 177,0 m + 3,0 m + 219,0 m + 48,0m, totally 474,0 m in length. The rises of arches are 34,0 m and 42,0 m respectively. The width of the bridge is 31,5 m. The arches and ties, as well as the girders of the approach spans, are steel box girders. The decks of all bridge structures are the composite reinforced concrete slabs with thickness of 300 mm, locally 400 mm. The launching itself was very complex and unique, in both analysis and construction. The arch bridges were fully assembled on the banks and launched by skids over the bank and by pontoons over the river, to the final position on piers. The bridge is, despite of heavy loads and structural complexity, very rational in steel volumes and construction costs as well.",
journal = "Bauingenieur",
title = "Network arches over the Danube - Railway Road Bridge in Novi Sad",
pages = "114-110",
volume = "93",
url = "https://hdl.handle.net/21.15107/rcub_grafar_963"
}

Bojović, A., Munoz, M. A., Marković, Z.,& Novaković, N.. (2018). Network arches over the Danube - Railway Road Bridge in Novi Sad. in Bauingenieur, 93, 110-114.
https://hdl.handle.net/21.15107/rcub_grafar_963

Bojović A, Munoz MA, Marković Z, Novaković N. Network arches over the Danube - Railway Road Bridge in Novi Sad. in Bauingenieur. 2018;93:110-114.
https://hdl.handle.net/21.15107/rcub_grafar_963 .

Bojović, A., Munoz, Mora A., Marković, Zlatko, Novaković, N., "Network arches over the Danube - Railway Road Bridge in Novi Sad" in Bauingenieur, 93 (2018):110-114,
https://hdl.handle.net/21.15107/rcub_grafar_963 .

TY  - CONF
AU  - Bojović, A.
AU  - Mora, A.
AU  - Marković, Zlatko
AU  - Pavlović, Marko
AU  - Novaković, N.
AU  - Spremić, Milan
PY  - 2018
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/904
AB  - The Railway road bridge in Novi Sad is situated on the international railroad Belgrade-Budapest. The bridge is designed for two railway tracks (with design speed of 160 km/h), two road lanes and two footpaths. The bridge structure consists of four structures: two approach composite bridges at the banks and two steel tied network arch bridges over the river and transition structure between two arches. The spans are 27.0+177.0+ 3.0+219.0+48.0 m, totally 474.0 m in length. The rises of arches are 34.0 m and 42.0 m respectively. The width of the bridge is 31.440 m. The arches and ties, as well as the girders of the approach spans, are steel box girders. The decks of all bridge structures are the composite reinforced concrete slabs with thickness of 300 mm, locally 400 mm. The launching was very complex, in both analysis and construction. The arch bridges were fully assembled on the banks and launched by skids over the bank and by pontoons over the river, to the final position on piers. The bridge was designed fully according to European standards and additionally - according to requirements of German codes DIN-Fachbericht 101 to 104 Edition 2009 and Deutsche Bahn Richtlinie 804, Edition 2003. The bridge is, despite of heavy loads and structural complexity, very rational in steel volumes and construction costs as well. The bridge is also, with the arch span of L = 219 m, the bridge with the longest span in the world in the category of tied network arch bridges with two rail tracks. The bridge is open to rail traffic at 7th April 2018.
PB  - Institute of Physics Publishing
C3  - 9th International Symposium On Steel Bridges
T1  - Railway Road Bridge in Novi Sad - Steel tied network arches across the Danube
VL  - 419
DO  - 10.1088/1757-899X/419/1/012032
ER  - 

@conference{
author = "Bojović, A. and Mora, A. and Marković, Zlatko and Pavlović, Marko and Novaković, N. and Spremić, Milan",
year = "2018",
abstract = "The Railway road bridge in Novi Sad is situated on the international railroad Belgrade-Budapest. The bridge is designed for two railway tracks (with design speed of 160 km/h), two road lanes and two footpaths. The bridge structure consists of four structures: two approach composite bridges at the banks and two steel tied network arch bridges over the river and transition structure between two arches. The spans are 27.0+177.0+ 3.0+219.0+48.0 m, totally 474.0 m in length. The rises of arches are 34.0 m and 42.0 m respectively. The width of the bridge is 31.440 m. The arches and ties, as well as the girders of the approach spans, are steel box girders. The decks of all bridge structures are the composite reinforced concrete slabs with thickness of 300 mm, locally 400 mm. The launching was very complex, in both analysis and construction. The arch bridges were fully assembled on the banks and launched by skids over the bank and by pontoons over the river, to the final position on piers. The bridge was designed fully according to European standards and additionally - according to requirements of German codes DIN-Fachbericht 101 to 104 Edition 2009 and Deutsche Bahn Richtlinie 804, Edition 2003. The bridge is, despite of heavy loads and structural complexity, very rational in steel volumes and construction costs as well. The bridge is also, with the arch span of L = 219 m, the bridge with the longest span in the world in the category of tied network arch bridges with two rail tracks. The bridge is open to rail traffic at 7th April 2018.",
publisher = "Institute of Physics Publishing",
journal = "9th International Symposium On Steel Bridges",
title = "Railway Road Bridge in Novi Sad - Steel tied network arches across the Danube",
volume = "419",
doi = "10.1088/1757-899X/419/1/012032"
}

Bojović, A., Mora, A., Marković, Z., Pavlović, M., Novaković, N.,& Spremić, M.. (2018). Railway Road Bridge in Novi Sad - Steel tied network arches across the Danube. in 9th International Symposium On Steel Bridges
Institute of Physics Publishing., 419.
https://doi.org/10.1088/1757-899X/419/1/012032

Bojović A, Mora A, Marković Z, Pavlović M, Novaković N, Spremić M. Railway Road Bridge in Novi Sad - Steel tied network arches across the Danube. in 9th International Symposium On Steel Bridges. 2018;419.
doi:10.1088/1757-899X/419/1/012032 .

Bojović, A., Mora, A., Marković, Zlatko, Pavlović, Marko, Novaković, N., Spremić, Milan, "Railway Road Bridge in Novi Sad - Steel tied network arches across the Danube" in 9th International Symposium On Steel Bridges, 419 (2018),
https://doi.org/10.1088/1757-899X/419/1/012032 . .

TY  - CONF
AU  - Bojović, A
AU  - Marković, A.
AU  - Mora, A.
AU  - Kasasola, L.
AU  - Aleksić, D.
AU  - Pavlović, Marko
AU  - Spremić, Milan
AU  - Novaković, N.
AU  - Blom, J.
PY  - 2014
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/1245
PB  - Fakultet tehničkih nauka, Departman za građevinarstvo i geodeziju : Društvo građevinskih inženjera Novog Sada, Novi Sad
C3  - Zbornik radova / Konferencija Savremena građevinska praksa 2014, Andrevlje, 22. i 23. maj 2014. = Proceedings / Conference Contemporary Civil Engineering Practice 2014
T1  - Projekat i gradnja železničko-drumskog mosta u Novom Sadu
EP  - 35
SP  - 21
UR  - https://hdl.handle.net/21.15107/rcub_grafar_1245
ER  - 

@conference{
author = "Bojović, A and Marković, A. and Mora, A. and Kasasola, L. and Aleksić, D. and Pavlović, Marko and Spremić, Milan and Novaković, N. and Blom, J.",
year = "2014",
publisher = "Fakultet tehničkih nauka, Departman za građevinarstvo i geodeziju : Društvo građevinskih inženjera Novog Sada, Novi Sad",
journal = "Zbornik radova / Konferencija Savremena građevinska praksa 2014, Andrevlje, 22. i 23. maj 2014. = Proceedings / Conference Contemporary Civil Engineering Practice 2014",
title = "Projekat i gradnja železničko-drumskog mosta u Novom Sadu",
pages = "35-21",
url = "https://hdl.handle.net/21.15107/rcub_grafar_1245"
}

Bojović, A., Marković, A., Mora, A., Kasasola, L., Aleksić, D., Pavlović, M., Spremić, M., Novaković, N.,& Blom, J.. (2014). Projekat i gradnja železničko-drumskog mosta u Novom Sadu. in Zbornik radova / Konferencija Savremena građevinska praksa 2014, Andrevlje, 22. i 23. maj 2014. = Proceedings / Conference Contemporary Civil Engineering Practice 2014
Fakultet tehničkih nauka, Departman za građevinarstvo i geodeziju : Društvo građevinskih inženjera Novog Sada, Novi Sad., 21-35.
https://hdl.handle.net/21.15107/rcub_grafar_1245

Bojović A, Marković A, Mora A, Kasasola L, Aleksić D, Pavlović M, Spremić M, Novaković N, Blom J. Projekat i gradnja železničko-drumskog mosta u Novom Sadu. in Zbornik radova / Konferencija Savremena građevinska praksa 2014, Andrevlje, 22. i 23. maj 2014. = Proceedings / Conference Contemporary Civil Engineering Practice 2014. 2014;:21-35.
https://hdl.handle.net/21.15107/rcub_grafar_1245 .

Bojović, A, Marković, A., Mora, A., Kasasola, L., Aleksić, D., Pavlović, Marko, Spremić, Milan, Novaković, N., Blom, J., "Projekat i gradnja železničko-drumskog mosta u Novom Sadu" in Zbornik radova / Konferencija Savremena građevinska praksa 2014, Andrevlje, 22. i 23. maj 2014. = Proceedings / Conference Contemporary Civil Engineering Practice 2014 (2014):21-35,
https://hdl.handle.net/21.15107/rcub_grafar_1245 .

TY  - CONF
AU  - Bojović, A.
AU  - Marković, A. Mora Z.
AU  - Aleksić, D.
AU  - Pavlović, Marko
AU  - Spremić, Milan
AU  - Novaković, N.
AU  - Janjušević, B.
PY  - 2014
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/1238
PB  - Građevinski fakultet, Subotica
C3  - Zbornik radova Međunarodne konferencija Savremena dostignuća u građevinarstvu
T1  - Railway-road bridge in Novi Sad - general project and construction
T1  - Železničko-drumski most u Novom Sadu - Glavni projekat i izvođenje
EP  - 26
SP  - 25
VL  - 30
DO  - 10.14415/konferencijaGFS2014.001
ER  - 

@conference{
author = "Bojović, A. and Marković, A. Mora Z. and Aleksić, D. and Pavlović, Marko and Spremić, Milan and Novaković, N. and Janjušević, B.",
year = "2014",
publisher = "Građevinski fakultet, Subotica",
journal = "Zbornik radova Međunarodne konferencija Savremena dostignuća u građevinarstvu",
title = "Railway-road bridge in Novi Sad - general project and construction, Železničko-drumski most u Novom Sadu - Glavni projekat i izvođenje",
pages = "26-25",
volume = "30",
doi = "10.14415/konferencijaGFS2014.001"
}

Bojović, A., Marković, A. M. Z., Aleksić, D., Pavlović, M., Spremić, M., Novaković, N.,& Janjušević, B.. (2014). Railway-road bridge in Novi Sad - general project and construction. in Zbornik radova Međunarodne konferencija Savremena dostignuća u građevinarstvu
Građevinski fakultet, Subotica., 30, 25-26.
https://doi.org/10.14415/konferencijaGFS2014.001

Bojović A, Marković AMZ, Aleksić D, Pavlović M, Spremić M, Novaković N, Janjušević B. Railway-road bridge in Novi Sad - general project and construction. in Zbornik radova Međunarodne konferencija Savremena dostignuća u građevinarstvu. 2014;30:25-26.
doi:10.14415/konferencijaGFS2014.001 .

Bojović, A., Marković, A. Mora Z., Aleksić, D., Pavlović, Marko, Spremić, Milan, Novaković, N., Janjušević, B., "Railway-road bridge in Novi Sad - general project and construction" in Zbornik radova Međunarodne konferencija Savremena dostignuća u građevinarstvu, 30 (2014):25-26,
https://doi.org/10.14415/konferencijaGFS2014.001 . .