TY  - CONF
AU  - Lazović Radovanović, Marija
AU  - Deretić-Stojanović, Biljana
AU  - Radovanović, Janko
PY  - 2017
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/3507
AB  - In middle slender and slender CFT columns the loss of capacity is based on
the problem of stability. In this case, we must take into account the effects of the second
order. A nonlinear model was created in computer program Abaqus. In the model a
nonlinear constitutive models for concrete core and steel hollow section, as well as the
connection of these two elements was used. The critical buckling force of CFT column was
obtained by modified Riks method. The influence of boundary conditions and the diameter
and wall thickness of steel profiles on the critical buckling force was analyzed.
PB  - Univerzitet u Novom Sadu Građevinski fakultet Subotica
C3  - 5th International conference ''Contemporary achievements in civil engineering'', 21. April 2017. Subotica
T1  - Bearing capacity calculation for middle slender and slender CFT circular columns
EP  - 346
SP  - 339
DO  - 10.14415/konferencijaGFS2017.035
ER  - 

@conference{
author = "Lazović Radovanović, Marija and Deretić-Stojanović, Biljana and Radovanović, Janko",
year = "2017",
abstract = "In middle slender and slender CFT columns the loss of capacity is based on
the problem of stability. In this case, we must take into account the effects of the second
order. A nonlinear model was created in computer program Abaqus. In the model a
nonlinear constitutive models for concrete core and steel hollow section, as well as the
connection of these two elements was used. The critical buckling force of CFT column was
obtained by modified Riks method. The influence of boundary conditions and the diameter
and wall thickness of steel profiles on the critical buckling force was analyzed.",
publisher = "Univerzitet u Novom Sadu Građevinski fakultet Subotica",
journal = "5th International conference ''Contemporary achievements in civil engineering'', 21. April 2017. Subotica",
title = "Bearing capacity calculation for middle slender and slender CFT circular columns",
pages = "346-339",
doi = "10.14415/konferencijaGFS2017.035"
}

Lazović Radovanović, M., Deretić-Stojanović, B.,& Radovanović, J.. (2017). Bearing capacity calculation for middle slender and slender CFT circular columns. in 5th International conference ''Contemporary achievements in civil engineering'', 21. April 2017. Subotica
Univerzitet u Novom Sadu Građevinski fakultet Subotica., 339-346.
https://doi.org/10.14415/konferencijaGFS2017.035

Lazović Radovanović M, Deretić-Stojanović B, Radovanović J. Bearing capacity calculation for middle slender and slender CFT circular columns. in 5th International conference ''Contemporary achievements in civil engineering'', 21. April 2017. Subotica. 2017;:339-346.
doi:10.14415/konferencijaGFS2017.035 .

Lazović Radovanović, Marija, Deretić-Stojanović, Biljana, Radovanović, Janko, "Bearing capacity calculation for middle slender and slender CFT circular columns" in 5th International conference ''Contemporary achievements in civil engineering'', 21. April 2017. Subotica (2017):339-346,
https://doi.org/10.14415/konferencijaGFS2017.035 . .

TY  - CONF
AU  - Kostić, Svetlana
AU  - Deretić-Stojanović, Biljana
AU  - Stošić, Saša
PY  - 2011
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/3005
AB  - Creep and shrinkage of concrete affect the behavior of steel-concrete composite
beams and should be taken into account in the analysis of these structures. A number of
methods which have different level of accuracy are available for the time analysis of
composite structures. Eurocode 4, the contemporary European code for design of steel-
concrete composite structures, recommends simple methods for calculation of creep and
shrinkage effects. In this paper, the deflections of continuous composite beams calculated
with method proposed by Eurocode 4 and the more accurate Age Adjusted Effective
Modulus Method (AAEM) are compared. Cracking of concrete is also considered. Through
a set of numerical examples, accuracy of methods proposed by Eurocode 4 is discussed
C3  - Proceedings of Abstracts IConSSM 2011, The 3rd International Congress of Serbian Society of Mechanics, Vlasina lake, Serbia, 5-8 July 2011
T1  - Effects of Creep and Shrinkage on Deflections of Continuous Composite Beams
UR  - https://hdl.handle.net/21.15107/rcub_grafar_3005
ER  - 

@conference{
author = "Kostić, Svetlana and Deretić-Stojanović, Biljana and Stošić, Saša",
year = "2011",
abstract = "Creep and shrinkage of concrete affect the behavior of steel-concrete composite
beams and should be taken into account in the analysis of these structures. A number of
methods which have different level of accuracy are available for the time analysis of
composite structures. Eurocode 4, the contemporary European code for design of steel-
concrete composite structures, recommends simple methods for calculation of creep and
shrinkage effects. In this paper, the deflections of continuous composite beams calculated
with method proposed by Eurocode 4 and the more accurate Age Adjusted Effective
Modulus Method (AAEM) are compared. Cracking of concrete is also considered. Through
a set of numerical examples, accuracy of methods proposed by Eurocode 4 is discussed",
journal = "Proceedings of Abstracts IConSSM 2011, The 3rd International Congress of Serbian Society of Mechanics, Vlasina lake, Serbia, 5-8 July 2011",
title = "Effects of Creep and Shrinkage on Deflections of Continuous Composite Beams",
url = "https://hdl.handle.net/21.15107/rcub_grafar_3005"
}

Kostić, S., Deretić-Stojanović, B.,& Stošić, S.. (2011). Effects of Creep and Shrinkage on Deflections of Continuous Composite Beams. in Proceedings of Abstracts IConSSM 2011, The 3rd International Congress of Serbian Society of Mechanics, Vlasina lake, Serbia, 5-8 July 2011.
https://hdl.handle.net/21.15107/rcub_grafar_3005

Kostić S, Deretić-Stojanović B, Stošić S. Effects of Creep and Shrinkage on Deflections of Continuous Composite Beams. in Proceedings of Abstracts IConSSM 2011, The 3rd International Congress of Serbian Society of Mechanics, Vlasina lake, Serbia, 5-8 July 2011. 2011;.
https://hdl.handle.net/21.15107/rcub_grafar_3005 .

Kostić, Svetlana, Deretić-Stojanović, Biljana, Stošić, Saša, "Effects of Creep and Shrinkage on Deflections of Continuous Composite Beams" in Proceedings of Abstracts IConSSM 2011, The 3rd International Congress of Serbian Society of Mechanics, Vlasina lake, Serbia, 5-8 July 2011 (2011),
https://hdl.handle.net/21.15107/rcub_grafar_3005 .

TY  - CONF
AU  - Stošić, Božidar
AU  - Ranković, Slavko
AU  - Deretić-Stojanović, Biljana
AU  - Stošić, Saša
AU  - Radenković, Gligor
AU  - Mašović, Snežana
AU  - Popović, Milenko
AU  - Stoišić, Radoslav
PY  - 2003
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/3014
AB  - The conception design of the bridge over the Danube by Beska near Novi Sad, presents the 
purchased work on the international competition. According to the conditions of the competition the new bridge should be constructed next to the present concrete bridge and its silhouette should be fully flowed. 
Authors suggested that the main bridge part should be the steel continuous girder 
( 60+ 105+ 210+ 105+60=540.0m) which cross-section is box with orthotropic roadway construction. The access bridge parts over river inundation are consisted of more composite continuous girders. Their cross - sections are two steel boxes which are composed to concrete plate by upper flanges. The length of the right side of the access bridge part is 180.0m and the length of the left side is 1492.55m.
PB  - MASE
C3  - MACEDONIAN ASSOCIATION OF STRUCTURAL ENGINEERS - MASE
T1  - The bridge over the Danube by Beska, Serbia conception design, the purchased work on the international competition
EP  - 304
SP  - 299
UR  - https://hdl.handle.net/21.15107/rcub_grafar_3014
ER  - 

@conference{
author = "Stošić, Božidar and Ranković, Slavko and Deretić-Stojanović, Biljana and Stošić, Saša and Radenković, Gligor and Mašović, Snežana and Popović, Milenko and Stoišić, Radoslav",
year = "2003",
abstract = "The conception design of the bridge over the Danube by Beska near Novi Sad, presents the 
purchased work on the international competition. According to the conditions of the competition the new bridge should be constructed next to the present concrete bridge and its silhouette should be fully flowed. 
Authors suggested that the main bridge part should be the steel continuous girder 
( 60+ 105+ 210+ 105+60=540.0m) which cross-section is box with orthotropic roadway construction. The access bridge parts over river inundation are consisted of more composite continuous girders. Their cross - sections are two steel boxes which are composed to concrete plate by upper flanges. The length of the right side of the access bridge part is 180.0m and the length of the left side is 1492.55m.",
publisher = "MASE",
journal = "MACEDONIAN ASSOCIATION OF STRUCTURAL ENGINEERS - MASE",
title = "The bridge over the Danube by Beska, Serbia conception design, the purchased work on the international competition",
pages = "304-299",
url = "https://hdl.handle.net/21.15107/rcub_grafar_3014"
}

Stošić, B., Ranković, S., Deretić-Stojanović, B., Stošić, S., Radenković, G., Mašović, S., Popović, M.,& Stoišić, R.. (2003). The bridge over the Danube by Beska, Serbia conception design, the purchased work on the international competition. in MACEDONIAN ASSOCIATION OF STRUCTURAL ENGINEERS - MASE
MASE., 299-304.
https://hdl.handle.net/21.15107/rcub_grafar_3014

Stošić B, Ranković S, Deretić-Stojanović B, Stošić S, Radenković G, Mašović S, Popović M, Stoišić R. The bridge over the Danube by Beska, Serbia conception design, the purchased work on the international competition. in MACEDONIAN ASSOCIATION OF STRUCTURAL ENGINEERS - MASE. 2003;:299-304.
https://hdl.handle.net/21.15107/rcub_grafar_3014 .

Stošić, Božidar, Ranković, Slavko, Deretić-Stojanović, Biljana, Stošić, Saša, Radenković, Gligor, Mašović, Snežana, Popović, Milenko, Stoišić, Radoslav, "The bridge over the Danube by Beska, Serbia conception design, the purchased work on the international competition" in MACEDONIAN ASSOCIATION OF STRUCTURAL ENGINEERS - MASE (2003):299-304,
https://hdl.handle.net/21.15107/rcub_grafar_3014 .

TY  - CONF
AU  - Deretić-Stojanović, Biljana
AU  - Stošić, Saša
AU  - Stošić, Božidar
PY  - 2003
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/3015
AB  - In the conception design of the bridge over the Danube by Beska, which presents the purchased work at the international competition, besides the main bridge part over the river, the access bridge parts over the river inundation should be designed.
The spans between columns for the access bridge parts, according to the conditions of the competition, were defined in advance. These spans are 45.0m. The length of the right side of the access bridge part is 180.0m and the length of the left side is 1492.55m. Since these lengths are too long, especially on the left side, the authors suggested that the access bridge parts should be designed of more composite continuous girders. The analysis of this composite construction is presented in the paper.
PB  - MASE
C3  - MACEDONIAN ASSOCIATION OF STRUCTURAL ENGINEERS - MASE
T1  - Аnalysis of Composite Construction of the Access Bridge Parts over the Danube by Beska, Serbia
EP  - 262
SP  - 257
UR  - https://hdl.handle.net/21.15107/rcub_grafar_3015
ER  - 

@conference{
author = "Deretić-Stojanović, Biljana and Stošić, Saša and Stošić, Božidar",
year = "2003",
abstract = "In the conception design of the bridge over the Danube by Beska, which presents the purchased work at the international competition, besides the main bridge part over the river, the access bridge parts over the river inundation should be designed.
The spans between columns for the access bridge parts, according to the conditions of the competition, were defined in advance. These spans are 45.0m. The length of the right side of the access bridge part is 180.0m and the length of the left side is 1492.55m. Since these lengths are too long, especially on the left side, the authors suggested that the access bridge parts should be designed of more composite continuous girders. The analysis of this composite construction is presented in the paper.",
publisher = "MASE",
journal = "MACEDONIAN ASSOCIATION OF STRUCTURAL ENGINEERS - MASE",
title = "Аnalysis of Composite Construction of the Access Bridge Parts over the Danube by Beska, Serbia",
pages = "262-257",
url = "https://hdl.handle.net/21.15107/rcub_grafar_3015"
}

Deretić-Stojanović, B., Stošić, S.,& Stošić, B.. (2003). Аnalysis of Composite Construction of the Access Bridge Parts over the Danube by Beska, Serbia. in MACEDONIAN ASSOCIATION OF STRUCTURAL ENGINEERS - MASE
MASE., 257-262.
https://hdl.handle.net/21.15107/rcub_grafar_3015

Deretić-Stojanović B, Stošić S, Stošić B. Аnalysis of Composite Construction of the Access Bridge Parts over the Danube by Beska, Serbia. in MACEDONIAN ASSOCIATION OF STRUCTURAL ENGINEERS - MASE. 2003;:257-262.
https://hdl.handle.net/21.15107/rcub_grafar_3015 .

Deretić-Stojanović, Biljana, Stošić, Saša, Stošić, Božidar, "Аnalysis of Composite Construction of the Access Bridge Parts over the Danube by Beska, Serbia" in MACEDONIAN ASSOCIATION OF STRUCTURAL ENGINEERS - MASE (2003):257-262,
https://hdl.handle.net/21.15107/rcub_grafar_3015 .