TY  - CONF
AU  - Dunica, Šerif
AU  - Stošić, Saša
AU  - Aleksić, Dimitrije
PY  - 2022
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/2776
AB  - The tower and shopping mall are are designed as the second phase of the business and residential complex B65. The underground part of the building consist of a garege on two levels. That part forms a whole with the underground part of phase I that is shalow founded. The tower foundation is deep. A waterproof joints connect the underground part of the tower with the underground part of the rest of the B65 complex. The stability of the tower and resistance to horizontal forces is provided by a reinforced concrete core which is connected to the columns and beams on the facade by seismic walls..
AB  - Kula visine 154,93 m i tržni centar čine drugu fazu poslovno-stambenog kompleksa bloka B65. Podzemni deo objekta je garaža na dva nivoa i sa podzemnim nivoima faze I, koji su osam godna ranije izvedeni, čine celinu. Podzemne etaže tržnog centra i faze I su plitko fundirane u uslovima visokog nivoa podzemne vode i hidroizolacionim spojnicama povezanih sa podžemnim etažama kule koja je duboko fundirana, Prostornu stabilnost kule i otpornost na horizontalne uticaje obezbeđuje armiranobetosko jezgro koje je seizmičkim zidovima povezano sa stubovima i gredama na fasadi.
PB  - Association of Structural Engineers of Serbia
C3  - Друштво грађевинских конструктера Србије - Конгрес 2022., 19-28
T1  - The tower and shopping mall – II phase of the business and residential complex B65 in New Belgrade
UR  - https://hdl.handle.net/21.15107/rcub_grafar_2776
ER  - 

@conference{
author = "Dunica, Šerif and Stošić, Saša and Aleksić, Dimitrije",
year = "2022",
abstract = "The tower and shopping mall are are designed as the second phase of the business and residential complex B65. The underground part of the building consist of a garege on two levels. That part forms a whole with the underground part of phase I that is shalow founded. The tower foundation is deep. A waterproof joints connect the underground part of the tower with the underground part of the rest of the B65 complex. The stability of the tower and resistance to horizontal forces is provided by a reinforced concrete core which is connected to the columns and beams on the facade by seismic walls.., Kula visine 154,93 m i tržni centar čine drugu fazu poslovno-stambenog kompleksa bloka B65. Podzemni deo objekta je garaža na dva nivoa i sa podzemnim nivoima faze I, koji su osam godna ranije izvedeni, čine celinu. Podzemne etaže tržnog centra i faze I su plitko fundirane u uslovima visokog nivoa podzemne vode i hidroizolacionim spojnicama povezanih sa podžemnim etažama kule koja je duboko fundirana, Prostornu stabilnost kule i otpornost na horizontalne uticaje obezbeđuje armiranobetosko jezgro koje je seizmičkim zidovima povezano sa stubovima i gredama na fasadi.",
publisher = "Association of Structural Engineers of Serbia",
journal = "Друштво грађевинских конструктера Србије - Конгрес 2022., 19-28",
title = "The tower and shopping mall – II phase of the business and residential complex B65 in New Belgrade",
url = "https://hdl.handle.net/21.15107/rcub_grafar_2776"
}

Dunica, Š., Stošić, S.,& Aleksić, D.. (2022). The tower and shopping mall – II phase of the business and residential complex B65 in New Belgrade. in Друштво грађевинских конструктера Србије - Конгрес 2022., 19-28
Association of Structural Engineers of Serbia..
https://hdl.handle.net/21.15107/rcub_grafar_2776

Dunica Š, Stošić S, Aleksić D. The tower and shopping mall – II phase of the business and residential complex B65 in New Belgrade. in Друштво грађевинских конструктера Србије - Конгрес 2022., 19-28. 2022;.
https://hdl.handle.net/21.15107/rcub_grafar_2776 .

Dunica, Šerif, Stošić, Saša, Aleksić, Dimitrije, "The tower and shopping mall – II phase of the business and residential complex B65 in New Belgrade" in Друштво грађевинских конструктера Србије - Конгрес 2022., 19-28 (2022),
https://hdl.handle.net/21.15107/rcub_grafar_2776 .

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 .