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  - Stošić, Saša
AU  - Dunica, Šerif
PY  - 1995
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/3016
AB  - Limit analysis of the structure is determined by the type of loading. In many practical problems
structures are subjected to some variable, time dependent loading. In this paper, the limit analysis of the frame structure, subjected to variable loading program is presented. TI1e "SHAKEDOWN" theorem is used to determine the load parameter for some illustrative examples of structures.
PB  - JUGOSLOVENSKO DRUŠTVO ZA MEHANIKU - JDM
C3  - JUGOSLOVENSKO DRUŠTVO ZA MEHANIKU - JDM
T1  - Limit analysis of structures subjected to variable loading program
EP  - 422
SP  - 417
UR  - https://hdl.handle.net/21.15107/rcub_grafar_3016
ER  - 

@conference{
author = "Stošić, Saša and Dunica, Šerif",
year = "1995",
abstract = "Limit analysis of the structure is determined by the type of loading. In many practical problems
structures are subjected to some variable, time dependent loading. In this paper, the limit analysis of the frame structure, subjected to variable loading program is presented. TI1e "SHAKEDOWN" theorem is used to determine the load parameter for some illustrative examples of structures.",
publisher = "JUGOSLOVENSKO DRUŠTVO ZA MEHANIKU - JDM",
journal = "JUGOSLOVENSKO DRUŠTVO ZA MEHANIKU - JDM",
title = "Limit analysis of structures subjected to variable loading program",
pages = "422-417",
url = "https://hdl.handle.net/21.15107/rcub_grafar_3016"
}

Stošić, S.,& Dunica, Š.. (1995). Limit analysis of structures subjected to variable loading program. in JUGOSLOVENSKO DRUŠTVO ZA MEHANIKU - JDM
JUGOSLOVENSKO DRUŠTVO ZA MEHANIKU - JDM., 417-422.
https://hdl.handle.net/21.15107/rcub_grafar_3016

Stošić S, Dunica Š. Limit analysis of structures subjected to variable loading program. in JUGOSLOVENSKO DRUŠTVO ZA MEHANIKU - JDM. 1995;:417-422.
https://hdl.handle.net/21.15107/rcub_grafar_3016 .

Stošić, Saša, Dunica, Šerif, "Limit analysis of structures subjected to variable loading program" in JUGOSLOVENSKO DRUŠTVO ZA MEHANIKU - JDM (1995):417-422,
https://hdl.handle.net/21.15107/rcub_grafar_3016 .