Mora, A.

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  • Mora, A. (4)
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Author's Bibliography

Railway Road Bridge in Novi Sad - Steel tied network arches across the Danube

Bojović, A.; Mora, A.; Marković, Zlatko; Pavlović, Marko; Novaković, N.; Spremić, Milan

(Institute of Physics Publishing, 2018)

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 . .
3
2
1

Railway road bridge in Novi Sad - rationality of the bridge structure

Bojović, Aleksandar; Marković, Zlatko; Mora, A.; Casosala, L.; Aleksić, Dimitrije; Pavlović, Marko; Spremić, Milan; Novaković, Novak

(Društvo građevinskih konstruktera Srbije, Beograd, 2014)

TY  - CONF
AU  - Bojović, Aleksandar
AU  - Marković, Zlatko
AU  - Mora, A.
AU  - Casosala, L.
AU  - Aleksić, Dimitrije
AU  - Pavlović, Marko
AU  - Spremić, Milan
AU  - Novaković, Novak
PY  - 2014
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/1257
AB  - The construction of Railway Road Bridge across the Danube in Novi Sad is in progress. The bridge is designed for two railway tracks, two road lanes and two footpaths, with total width of 31,440 m. The distances of the piers are 27+178,5+220,5+48 m and total bridge length is 474 m. On the cetral two spans are steel tied arches with network hangers and composite decks. In the article is presented the rationality of the bridge structure – main bearing systems, hangers and deck structures – according to steel material quantities and total construction costs.
AB  - Železničko-drumski most preko Dunava u Novom Sadu je u toku gradnje. Most ima dva koloseka, dve drumske trake i dve pešačke staze i širok je 31,440 m. Razmaci stubova su 27+178,5+220,5+ 48 m, pa je ukupna dužina mosta 474 m. Na dva centralna raspona su čelični lukovi sa zategom, dijagonalnim vešaljkama i spregnutom kolovoznom konstrukcijom. Konstrukcija mosta (glavni noseći sistemi, vešaljke i kolovozne konstrukcije) je vrlo racionalna po količini materijala i koštanju izgradnje.
PB  - Društvo građevinskih konstruktera Srbije, Beograd
C3  - Zbornik radova / DGKS Društvo građevinskih konstruktera Srbije, 14. kongres, Novi Sad, 24-26. oktobar, 2014.
T1  - Railway road bridge in Novi Sad - rationality of the bridge structure
T1  - Železničko-drumski most u Novom Sadu - racionalnost konstrukcije mosta
EP  - 70
SP  - 59
UR  - https://hdl.handle.net/21.15107/rcub_grafar_1257
ER  - 
@conference{
author = "Bojović, Aleksandar and Marković, Zlatko and Mora, A. and Casosala, L. and Aleksić, Dimitrije and Pavlović, Marko and Spremić, Milan and Novaković, Novak",
year = "2014",
abstract = "The construction of Railway Road Bridge across the Danube in Novi Sad is in progress. The bridge is designed for two railway tracks, two road lanes and two footpaths, with total width of 31,440 m. The distances of the piers are 27+178,5+220,5+48 m and total bridge length is 474 m. On the cetral two spans are steel tied arches with network hangers and composite decks. In the article is presented the rationality of the bridge structure – main bearing systems, hangers and deck structures – according to steel material quantities and total construction costs., Železničko-drumski most preko Dunava u Novom Sadu je u toku gradnje. Most ima dva koloseka, dve drumske trake i dve pešačke staze i širok je 31,440 m. Razmaci stubova su 27+178,5+220,5+ 48 m, pa je ukupna dužina mosta 474 m. Na dva centralna raspona su čelični lukovi sa zategom, dijagonalnim vešaljkama i spregnutom kolovoznom konstrukcijom. Konstrukcija mosta (glavni noseći sistemi, vešaljke i kolovozne konstrukcije) je vrlo racionalna po količini materijala i koštanju izgradnje.",
publisher = "Društvo građevinskih konstruktera Srbije, Beograd",
journal = "Zbornik radova / DGKS Društvo građevinskih konstruktera Srbije, 14. kongres, Novi Sad, 24-26. oktobar, 2014.",
title = "Railway road bridge in Novi Sad - rationality of the bridge structure, Železničko-drumski most u Novom Sadu - racionalnost konstrukcije mosta",
pages = "70-59",
url = "https://hdl.handle.net/21.15107/rcub_grafar_1257"
}
Bojović, A., Marković, Z., Mora, A., Casosala, L., Aleksić, D., Pavlović, M., Spremić, M.,& Novaković, N.. (2014). Railway road bridge in Novi Sad - rationality of the bridge structure. in Zbornik radova / DGKS Društvo građevinskih konstruktera Srbije, 14. kongres, Novi Sad, 24-26. oktobar, 2014.
Društvo građevinskih konstruktera Srbije, Beograd., 59-70.
https://hdl.handle.net/21.15107/rcub_grafar_1257
Bojović A, Marković Z, Mora A, Casosala L, Aleksić D, Pavlović M, Spremić M, Novaković N. Railway road bridge in Novi Sad - rationality of the bridge structure. in Zbornik radova / DGKS Društvo građevinskih konstruktera Srbije, 14. kongres, Novi Sad, 24-26. oktobar, 2014.. 2014;:59-70.
https://hdl.handle.net/21.15107/rcub_grafar_1257 .
Bojović, Aleksandar, Marković, Zlatko, Mora, A., Casosala, L., Aleksić, Dimitrije, Pavlović, Marko, Spremić, Milan, Novaković, Novak, "Railway road bridge in Novi Sad - rationality of the bridge structure" in Zbornik radova / DGKS Društvo građevinskih konstruktera Srbije, 14. kongres, Novi Sad, 24-26. oktobar, 2014. (2014):59-70,
https://hdl.handle.net/21.15107/rcub_grafar_1257 .

Glavni projekat konstrukcija gornjeg stroja novog železničko-drumskog mosta u Novom Sadu

Marković, Zlatko; Bojović, A.; Pavlović, Marko; Spremić, Milan; Aleksić, D.; Mora, A.

(Zavod za izgradnju ; Arhitektonsko-građevinski fakultet, Banja Luka, 2014)

TY  - CONF
AU  - Marković, Zlatko
AU  - Bojović, A.
AU  - Pavlović, Marko
AU  - Spremić, Milan
AU  - Aleksić, D.
AU  - Mora, A.
PY  - 2014
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/1221
PB  - Zavod za izgradnju ; Arhitektonsko-građevinski fakultet, Banja Luka
C3  - Savremena teorija i praksa u graditeljstvu / X međunarodni naučno-stručni skup, Banja Luka, 15. i 16. maj 2014. godine = Contemporary Theory and Practice in Building Development / 10th International Scientific Technical Conference, Banja Luka, 15 & 16 may
T1  - Glavni projekat konstrukcija gornjeg stroja novog železničko-drumskog mosta u Novom Sadu
EP  - 198
SP  - 187
UR  - https://hdl.handle.net/21.15107/rcub_grafar_1221
ER  - 
@conference{
author = "Marković, Zlatko and Bojović, A. and Pavlović, Marko and Spremić, Milan and Aleksić, D. and Mora, A.",
year = "2014",
publisher = "Zavod za izgradnju ; Arhitektonsko-građevinski fakultet, Banja Luka",
journal = "Savremena teorija i praksa u graditeljstvu / X međunarodni naučno-stručni skup, Banja Luka, 15. i 16. maj 2014. godine = Contemporary Theory and Practice in Building Development / 10th International Scientific Technical Conference, Banja Luka, 15 & 16 may",
title = "Glavni projekat konstrukcija gornjeg stroja novog železničko-drumskog mosta u Novom Sadu",
pages = "198-187",
url = "https://hdl.handle.net/21.15107/rcub_grafar_1221"
}
Marković, Z., Bojović, A., Pavlović, M., Spremić, M., Aleksić, D.,& Mora, A.. (2014). Glavni projekat konstrukcija gornjeg stroja novog železničko-drumskog mosta u Novom Sadu. in Savremena teorija i praksa u graditeljstvu / X međunarodni naučno-stručni skup, Banja Luka, 15. i 16. maj 2014. godine = Contemporary Theory and Practice in Building Development / 10th International Scientific Technical Conference, Banja Luka, 15 & 16 may
Zavod za izgradnju ; Arhitektonsko-građevinski fakultet, Banja Luka., 187-198.
https://hdl.handle.net/21.15107/rcub_grafar_1221
Marković Z, Bojović A, Pavlović M, Spremić M, Aleksić D, Mora A. Glavni projekat konstrukcija gornjeg stroja novog železničko-drumskog mosta u Novom Sadu. in Savremena teorija i praksa u graditeljstvu / X međunarodni naučno-stručni skup, Banja Luka, 15. i 16. maj 2014. godine = Contemporary Theory and Practice in Building Development / 10th International Scientific Technical Conference, Banja Luka, 15 & 16 may. 2014;:187-198.
https://hdl.handle.net/21.15107/rcub_grafar_1221 .
Marković, Zlatko, Bojović, A., Pavlović, Marko, Spremić, Milan, Aleksić, D., Mora, A., "Glavni projekat konstrukcija gornjeg stroja novog železničko-drumskog mosta u Novom Sadu" in Savremena teorija i praksa u graditeljstvu / X međunarodni naučno-stručni skup, Banja Luka, 15. i 16. maj 2014. godine = Contemporary Theory and Practice in Building Development / 10th International Scientific Technical Conference, Banja Luka, 15 & 16 may (2014):187-198,
https://hdl.handle.net/21.15107/rcub_grafar_1221 .

Projekat i gradnja železničko-drumskog mosta u Novom Sadu

Bojović, A; Marković, A.; Mora, A.; Kasasola, L.; Aleksić, D.; Pavlović, Marko; Spremić, Milan; Novaković, N.; Blom, J.

(Fakultet tehničkih nauka, Departman za građevinarstvo i geodeziju : Društvo građevinskih inženjera Novog Sada, Novi Sad, 2014)

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 .