TY  - JOUR
AU  - Marinković, Snežana
AU  - Koković, Veljko
AU  - Ignjatović, Ivan
AU  - Alendar, Vanja
PY  - 2010
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/3157
AB  - The structure of DELTA CITY shopping mall in Belgrade consists of two separated structures: 
the structure of the mall and the structure of the multi-story open garage. The overall dimensions of 
the irregular layout of the structure are 210 m x 120 m, with four main levels in the mall and five 
parking levels in the garage. Because of the different exposure conditions, the structure of the garage is separated from the mall's structure with an expansion joint at all the levels, except at the level of the foundation slab. 
The mall's framed structure is designed without any expansion joints, except for temporary joints 
during the construction stage. It consists mainly of reinforced concrete cantilevered columns cast in 
place, at typical spans of 8.2 m x 8.2 m, precast reinforced concrete simple beams and precast 
prestressed hollow core slabs. The reinforced concrete frames cast in place are designed mostly at the façade, to provide additional seismic resistance and to control lateral deflections. The main structure of the open multi-story garage consists of reinforced concrete frames cast in place and precast hollow core slabs and it is designed for exposure class XD3, with special attention paying to durability requirements.  
Due to mainly precast structure, especially hollow core slabs as a floor solution, the complete concrete structure of approximately 80000 m2 was constructed for less then 12 months.
PB  - Wiley-Blackwell
T2  - Structural Concrete
T1  - Belgrade's Delta City shopping mall - design and construction
EP  - 13
IS  - 1
SP  - 3
VL  - 11
UR  - https://hdl.handle.net/21.15107/rcub_grafar_3157
ER  - 

@article{
author = "Marinković, Snežana and Koković, Veljko and Ignjatović, Ivan and Alendar, Vanja",
year = "2010",
abstract = "The structure of DELTA CITY shopping mall in Belgrade consists of two separated structures: 
the structure of the mall and the structure of the multi-story open garage. The overall dimensions of 
the irregular layout of the structure are 210 m x 120 m, with four main levels in the mall and five 
parking levels in the garage. Because of the different exposure conditions, the structure of the garage is separated from the mall's structure with an expansion joint at all the levels, except at the level of the foundation slab. 
The mall's framed structure is designed without any expansion joints, except for temporary joints 
during the construction stage. It consists mainly of reinforced concrete cantilevered columns cast in 
place, at typical spans of 8.2 m x 8.2 m, precast reinforced concrete simple beams and precast 
prestressed hollow core slabs. The reinforced concrete frames cast in place are designed mostly at the façade, to provide additional seismic resistance and to control lateral deflections. The main structure of the open multi-story garage consists of reinforced concrete frames cast in place and precast hollow core slabs and it is designed for exposure class XD3, with special attention paying to durability requirements.  
Due to mainly precast structure, especially hollow core slabs as a floor solution, the complete concrete structure of approximately 80000 m2 was constructed for less then 12 months.",
publisher = "Wiley-Blackwell",
journal = "Structural Concrete",
title = "Belgrade's Delta City shopping mall - design and construction",
pages = "13-3",
number = "1",
volume = "11",
url = "https://hdl.handle.net/21.15107/rcub_grafar_3157"
}

Marinković, S., Koković, V., Ignjatović, I.,& Alendar, V.. (2010). Belgrade's Delta City shopping mall - design and construction. in Structural Concrete
Wiley-Blackwell., 11(1), 3-13.
https://hdl.handle.net/21.15107/rcub_grafar_3157

Marinković S, Koković V, Ignjatović I, Alendar V. Belgrade's Delta City shopping mall - design and construction. in Structural Concrete. 2010;11(1):3-13.
https://hdl.handle.net/21.15107/rcub_grafar_3157 .

Marinković, Snežana, Koković, Veljko, Ignjatović, Ivan, Alendar, Vanja, "Belgrade's Delta City shopping mall - design and construction" in Structural Concrete, 11, no. 1 (2010):3-13,
https://hdl.handle.net/21.15107/rcub_grafar_3157 .

TY  - JOUR
AU  - Marinković, Snežana
AU  - Alendar, Vanja H.
PY  - 2008
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/199
AB  - A test program designed to evaluate the punching shear strength of unbonded post-tensioned lift flat slabs at edge columns is described. Three isolated specimens, which represented a part of the edge panel in the vicinity of the column at full scale, were loaded to failure. The boundary conditions were controlled in order to accurately simulate the behavior of the prototype multipanel structure. The experimental investigation of one of the tested specimens was simulated using the non-linear FE analysis. A non-associated Mohr-Coulomb plasticity based formulation was applied for concrete in compression and a smeared crack approach for the tensile regime. Two different tension softening relations for concrete were used, brittle cracking behavior and linear tension softening. Comparison with test results showed that brittle cracking was more appropriate model of concrete post-cracking behavior for punching problem in this particular case. On the basis of numerical and experimental results, the attempt was made to explain the failure mechanism of the slab-edge column connections. Both test and measured results showed that punching failure was primarily a failure by splitting of concrete, with crushing of concrete as a secondary phenomena. It was concluded that the key to the explanation of the mechanics of punching failure is a proper modeling of the triaxial conditions that govern the strength of the area of the slab in the immediate vicinity of the edge column.
T2  - Engineering Structures
T1  - Punching failure mechanism at edge columns of post-tensioned lift slabs
EP  - 2761
IS  - 10
SP  - 2752
VL  - 30
DO  - 10.1016/j.engstruct.2008.03.009
ER  - 

@article{
author = "Marinković, Snežana and Alendar, Vanja H.",
year = "2008",
abstract = "A test program designed to evaluate the punching shear strength of unbonded post-tensioned lift flat slabs at edge columns is described. Three isolated specimens, which represented a part of the edge panel in the vicinity of the column at full scale, were loaded to failure. The boundary conditions were controlled in order to accurately simulate the behavior of the prototype multipanel structure. The experimental investigation of one of the tested specimens was simulated using the non-linear FE analysis. A non-associated Mohr-Coulomb plasticity based formulation was applied for concrete in compression and a smeared crack approach for the tensile regime. Two different tension softening relations for concrete were used, brittle cracking behavior and linear tension softening. Comparison with test results showed that brittle cracking was more appropriate model of concrete post-cracking behavior for punching problem in this particular case. On the basis of numerical and experimental results, the attempt was made to explain the failure mechanism of the slab-edge column connections. Both test and measured results showed that punching failure was primarily a failure by splitting of concrete, with crushing of concrete as a secondary phenomena. It was concluded that the key to the explanation of the mechanics of punching failure is a proper modeling of the triaxial conditions that govern the strength of the area of the slab in the immediate vicinity of the edge column.",
journal = "Engineering Structures",
title = "Punching failure mechanism at edge columns of post-tensioned lift slabs",
pages = "2761-2752",
number = "10",
volume = "30",
doi = "10.1016/j.engstruct.2008.03.009"
}

Marinković, S.,& Alendar, V. H.. (2008). Punching failure mechanism at edge columns of post-tensioned lift slabs. in Engineering Structures, 30(10), 2752-2761.
https://doi.org/10.1016/j.engstruct.2008.03.009

Marinković S, Alendar VH. Punching failure mechanism at edge columns of post-tensioned lift slabs. in Engineering Structures. 2008;30(10):2752-2761.
doi:10.1016/j.engstruct.2008.03.009 .

Marinković, Snežana, Alendar, Vanja H., "Punching failure mechanism at edge columns of post-tensioned lift slabs" in Engineering Structures, 30, no. 10 (2008):2752-2761,
https://doi.org/10.1016/j.engstruct.2008.03.009 . .

TY  - CONF
AU  - Marinković, Snežana
AU  - Koković, Veljko
AU  - Ignjatović, Ivan
AU  - Alendar, Vanja H.
PY  - 2008
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/189
AB  - The structure of DELTA CITY shopping mall in Belgrade consists oftwo separated structures: the structure of the mall and the structure of the multi-story open garage. The overall dimensions of the irregular layout of the structure are 210 m x 110 m, with four main levels in the mall and five parking levels in the garage. Because of the different exposure conditions, the structure of the garage is separated from the mall 's structure with an expansion joint at all the levels, except at the level of the foundation slab. The mall 's structure is designed without any expansion joints, except for temporary joints during the construction stage. It consists mainly of reinforced concrete cantilevered columns cast in place, at typical spans of 8.2 m x 8.2 m, precast reinforced concrete simple beams and precast prestressed hollow core slabs. The reinforced concrete frames cast in place are designed at the facades and at few locations in the interior, to provide additional seismic resistance. The main structure of the open multi-story garage consists of reinforced concrete frames and precast hollow core slabs and it is designed for exposure class XD3, with special attention paying to durability conclitions. Due to mainly precast structure, especially hollow core slabs as a floor solution, the complete concrete structure of approximately 80,000 m2 is constructed for less then 12 months.
PB  - CRC Press/Balkema
C3  - Proceedings of the International FIB Symposium 2008 - Tailor Made Concrete Structures: New Solutions
T1  - Design and construction of DELTA CITY shopping mall concrete structure in Belgrade
SP  - 269
UR  - https://hdl.handle.net/21.15107/rcub_grafar_189
ER  - 

@conference{
author = "Marinković, Snežana and Koković, Veljko and Ignjatović, Ivan and Alendar, Vanja H.",
year = "2008",
abstract = "The structure of DELTA CITY shopping mall in Belgrade consists oftwo separated structures: the structure of the mall and the structure of the multi-story open garage. The overall dimensions of the irregular layout of the structure are 210 m x 110 m, with four main levels in the mall and five parking levels in the garage. Because of the different exposure conditions, the structure of the garage is separated from the mall 's structure with an expansion joint at all the levels, except at the level of the foundation slab. The mall 's structure is designed without any expansion joints, except for temporary joints during the construction stage. It consists mainly of reinforced concrete cantilevered columns cast in place, at typical spans of 8.2 m x 8.2 m, precast reinforced concrete simple beams and precast prestressed hollow core slabs. The reinforced concrete frames cast in place are designed at the facades and at few locations in the interior, to provide additional seismic resistance. The main structure of the open multi-story garage consists of reinforced concrete frames and precast hollow core slabs and it is designed for exposure class XD3, with special attention paying to durability conclitions. Due to mainly precast structure, especially hollow core slabs as a floor solution, the complete concrete structure of approximately 80,000 m2 is constructed for less then 12 months.",
publisher = "CRC Press/Balkema",
journal = "Proceedings of the International FIB Symposium 2008 - Tailor Made Concrete Structures: New Solutions",
title = "Design and construction of DELTA CITY shopping mall concrete structure in Belgrade",
pages = "269",
url = "https://hdl.handle.net/21.15107/rcub_grafar_189"
}

Marinković, S., Koković, V., Ignjatović, I.,& Alendar, V. H.. (2008). Design and construction of DELTA CITY shopping mall concrete structure in Belgrade. in Proceedings of the International FIB Symposium 2008 - Tailor Made Concrete Structures: New Solutions
CRC Press/Balkema., 269.
https://hdl.handle.net/21.15107/rcub_grafar_189

Marinković S, Koković V, Ignjatović I, Alendar VH. Design and construction of DELTA CITY shopping mall concrete structure in Belgrade. in Proceedings of the International FIB Symposium 2008 - Tailor Made Concrete Structures: New Solutions. 2008;:269.
https://hdl.handle.net/21.15107/rcub_grafar_189 .

Marinković, Snežana, Koković, Veljko, Ignjatović, Ivan, Alendar, Vanja H., "Design and construction of DELTA CITY shopping mall concrete structure in Belgrade" in Proceedings of the International FIB Symposium 2008 - Tailor Made Concrete Structures: New Solutions (2008):269,
https://hdl.handle.net/21.15107/rcub_grafar_189 .

TY  - CONF
AU  - Marinković, Snežana
AU  - Alendar, Vanja H.
PY  - 2005
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/103
AB  - The experimental investigation of punching shear strength of post-tensioned lift slab-edge column connection was simulated using the DIANA Finite Element System. One of the tested specimens was modeled by solid elements and an embedded formulation was used for reinforcement. A non-associated Mohr-Coulomb plasticity based formulation was applied for concrete in compression and a smeared crack approach for the tensile regime. Two different tension softening relations for concrete were used, brittle cracking behavior and linear tension softening. Comparisons with test results were made and they showed that brittle cracking is more appropriate model of concrete post-cracking behavior for punching problem.
PB  - Publisbing Company of Budapest University of Tecbnology and Economics
C3  - Keep Concrete Attractive - Proceedings of the fib Symposium 2005
T1  - Nonlinear finite element anal ysis of punching strength of lift slabs at edge columns
EP  - 581
SP  - 576
VL  - 1
UR  - https://hdl.handle.net/21.15107/rcub_grafar_103
ER  - 

@conference{
author = "Marinković, Snežana and Alendar, Vanja H.",
year = "2005",
abstract = "The experimental investigation of punching shear strength of post-tensioned lift slab-edge column connection was simulated using the DIANA Finite Element System. One of the tested specimens was modeled by solid elements and an embedded formulation was used for reinforcement. A non-associated Mohr-Coulomb plasticity based formulation was applied for concrete in compression and a smeared crack approach for the tensile regime. Two different tension softening relations for concrete were used, brittle cracking behavior and linear tension softening. Comparisons with test results were made and they showed that brittle cracking is more appropriate model of concrete post-cracking behavior for punching problem.",
publisher = "Publisbing Company of Budapest University of Tecbnology and Economics",
journal = "Keep Concrete Attractive - Proceedings of the fib Symposium 2005",
title = "Nonlinear finite element anal ysis of punching strength of lift slabs at edge columns",
pages = "581-576",
volume = "1",
url = "https://hdl.handle.net/21.15107/rcub_grafar_103"
}

Marinković, S.,& Alendar, V. H.. (2005). Nonlinear finite element anal ysis of punching strength of lift slabs at edge columns. in Keep Concrete Attractive - Proceedings of the fib Symposium 2005
Publisbing Company of Budapest University of Tecbnology and Economics., 1, 576-581.
https://hdl.handle.net/21.15107/rcub_grafar_103

Marinković S, Alendar VH. Nonlinear finite element anal ysis of punching strength of lift slabs at edge columns. in Keep Concrete Attractive - Proceedings of the fib Symposium 2005. 2005;1:576-581.
https://hdl.handle.net/21.15107/rcub_grafar_103 .

Marinković, Snežana, Alendar, Vanja H., "Nonlinear finite element anal ysis of punching strength of lift slabs at edge columns" in Keep Concrete Attractive - Proceedings of the fib Symposium 2005, 1 (2005):576-581,
https://hdl.handle.net/21.15107/rcub_grafar_103 .