TY  - JOUR
AU  - Milićević, Ivan
AU  - Milosavljević, Branko
AU  - Spremić, Milan
AU  - Rastislav, Mandić
AU  - Popović, Marko
PY  - 2023
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/3452
AB  - In the past few decades, demountable connectors have often been used for
connections in composite and mixed steel-concrete structures to reduce
construction time and costs. Furthermore, the application of demountable
connectors enables the reuse of structural elements in these structures, which leads
to sustainable design and a circular economy. In this paper, the demountable
connector is made out of two parts: (1) mechanical coupler and rebar anchor placed
in formwork before casting the concrete element, and (2) steel bolt used for
connecting steel to the RC element. Although this connector is increasingly being
used in contemporary building structures, its behaviour in composite connections is
still insufficiently defined. The paper presents the results of experimental tests and
numerical analysis of the connector with a mechanical coupler, focusing on the local
behaviour of the tapered threaded connection between the mechanical coupler and
rebar anchor.
PB  - Society for Materials and Structures Testing of Serbia; Faculty of Civil Engineering, University of Belgrade, Serbia; Association of Structural Engineers of Serbia
T2  - Građevinski materijali i konstrukcije
T1  - Local behaviour of the connector with mechanical coupler and rebar anchor under tension load
EP  - 114
IS  - 2
SP  - 107
VL  - 66
DO  - 10.5937/GRMK2300002M
ER  - 

@article{
author = "Milićević, Ivan and Milosavljević, Branko and Spremić, Milan and Rastislav, Mandić and Popović, Marko",
year = "2023",
abstract = "In the past few decades, demountable connectors have often been used for
connections in composite and mixed steel-concrete structures to reduce
construction time and costs. Furthermore, the application of demountable
connectors enables the reuse of structural elements in these structures, which leads
to sustainable design and a circular economy. In this paper, the demountable
connector is made out of two parts: (1) mechanical coupler and rebar anchor placed
in formwork before casting the concrete element, and (2) steel bolt used for
connecting steel to the RC element. Although this connector is increasingly being
used in contemporary building structures, its behaviour in composite connections is
still insufficiently defined. The paper presents the results of experimental tests and
numerical analysis of the connector with a mechanical coupler, focusing on the local
behaviour of the tapered threaded connection between the mechanical coupler and
rebar anchor.",
publisher = "Society for Materials and Structures Testing of Serbia; Faculty of Civil Engineering, University of Belgrade, Serbia; Association of Structural Engineers of Serbia",
journal = "Građevinski materijali i konstrukcije",
title = "Local behaviour of the connector with mechanical coupler and rebar anchor under tension load",
pages = "114-107",
number = "2",
volume = "66",
doi = "10.5937/GRMK2300002M"
}

Milićević, I., Milosavljević, B., Spremić, M., Rastislav, M.,& Popović, M.. (2023). Local behaviour of the connector with mechanical coupler and rebar anchor under tension load. in Građevinski materijali i konstrukcije
Society for Materials and Structures Testing of Serbia; Faculty of Civil Engineering, University of Belgrade, Serbia; Association of Structural Engineers of Serbia., 66(2), 107-114.
https://doi.org/10.5937/GRMK2300002M

Milićević I, Milosavljević B, Spremić M, Rastislav M, Popović M. Local behaviour of the connector with mechanical coupler and rebar anchor under tension load. in Građevinski materijali i konstrukcije. 2023;66(2):107-114.
doi:10.5937/GRMK2300002M .

Milićević, Ivan, Milosavljević, Branko, Spremić, Milan, Rastislav, Mandić, Popović, Marko, "Local behaviour of the connector with mechanical coupler and rebar anchor under tension load" in Građevinski materijali i konstrukcije, 66, no. 2 (2023):107-114,
https://doi.org/10.5937/GRMK2300002M . .

TY  - CONF
AU  - Popović, Marko
AU  - Borozan, Branko
AU  - Štavljanin, Mihailo
AU  - Savić, Aleksandar R.
AU  - Latinović, Marina
PY  - 2022
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/2774
AB  - Adopting sustainability in the construction industry emerged as crucial to achieving the United Na-tions Global Goals for Sustainable Development (SDGs). Rapid growth in the construction sector strains raw material resources such as natural aggregates (NA), possibly leading to their depletion. Furthermore, the growth of construction and demolition waste (CDW) intensifies the global issue of waste management as one of the largest waste streams worldwide. Since concrete is the main constit-uent of CDW, its recycling as aggregate (RCA) emerges as a prominent solution to the above-mentioned problems. On the other hand, potentially hazardous disposal of end-of-life tyres (ELTs) is another increasing waste problem. Incorporating recycled tyre rubber in concrete mixtures as a sub-stitute for natural aggregates is one possible solution. This paper aims to give some insights into the possibility of using crumb rubber (CR) and recycled concrete aggregate (RCA) as alternative aggre-gates in self-compacting concrete (SCC) mixtures. For that purpose, the physical and mechanical properties of prepared SCC mixtures with CR and RCA were evaluated by tests performed on fresh and hardened concrete.
PB  - Union of Mechanical and Electrotechnical Engineers and Technicians of Serbia (SMEITS) Society for Renewable Electrical Power Sources
C3  - 10th International Conference on Renewable Electrical Power Sources, 2022
T1  - Evaluation of scc mixtures with the combined use of crumb rubber and recycled concrete aggregate
T1  - Evaluacija scc mešavina sa kombinacijom drobljene gume i recikliranog betonskog agregata
UR  - https://hdl.handle.net/21.15107/rcub_grafar_2774
ER  - 

@conference{
author = "Popović, Marko and Borozan, Branko and Štavljanin, Mihailo and Savić, Aleksandar R. and Latinović, Marina",
year = "2022",
abstract = "Adopting sustainability in the construction industry emerged as crucial to achieving the United Na-tions Global Goals for Sustainable Development (SDGs). Rapid growth in the construction sector strains raw material resources such as natural aggregates (NA), possibly leading to their depletion. Furthermore, the growth of construction and demolition waste (CDW) intensifies the global issue of waste management as one of the largest waste streams worldwide. Since concrete is the main constit-uent of CDW, its recycling as aggregate (RCA) emerges as a prominent solution to the above-mentioned problems. On the other hand, potentially hazardous disposal of end-of-life tyres (ELTs) is another increasing waste problem. Incorporating recycled tyre rubber in concrete mixtures as a sub-stitute for natural aggregates is one possible solution. This paper aims to give some insights into the possibility of using crumb rubber (CR) and recycled concrete aggregate (RCA) as alternative aggre-gates in self-compacting concrete (SCC) mixtures. For that purpose, the physical and mechanical properties of prepared SCC mixtures with CR and RCA were evaluated by tests performed on fresh and hardened concrete.",
publisher = "Union of Mechanical and Electrotechnical Engineers and Technicians of Serbia (SMEITS) Society for Renewable Electrical Power Sources",
journal = "10th International Conference on Renewable Electrical Power Sources, 2022",
title = "Evaluation of scc mixtures with the combined use of crumb rubber and recycled concrete aggregate, Evaluacija scc mešavina sa kombinacijom drobljene gume i recikliranog betonskog agregata",
url = "https://hdl.handle.net/21.15107/rcub_grafar_2774"
}

Popović, M., Borozan, B., Štavljanin, M., Savić, A. R.,& Latinović, M.. (2022). Evaluation of scc mixtures with the combined use of crumb rubber and recycled concrete aggregate. in 10th International Conference on Renewable Electrical Power Sources, 2022
Union of Mechanical and Electrotechnical Engineers and Technicians of Serbia (SMEITS) Society for Renewable Electrical Power Sources..
https://hdl.handle.net/21.15107/rcub_grafar_2774

Popović M, Borozan B, Štavljanin M, Savić AR, Latinović M. Evaluation of scc mixtures with the combined use of crumb rubber and recycled concrete aggregate. in 10th International Conference on Renewable Electrical Power Sources, 2022. 2022;.
https://hdl.handle.net/21.15107/rcub_grafar_2774 .

Popović, Marko, Borozan, Branko, Štavljanin, Mihailo, Savić, Aleksandar R., Latinović, Marina, "Evaluation of scc mixtures with the combined use of crumb rubber and recycled concrete aggregate" in 10th International Conference on Renewable Electrical Power Sources, 2022 (2022),
https://hdl.handle.net/21.15107/rcub_grafar_2774 .

TY  - CONF
AU  - Popović, Marko
AU  - Savić, Aleksandar R.
AU  - Broćeta, Gordana
AU  - Borozan, Branko
AU  - Štavljanin, Mihailo
PY  - 2022
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/2691
AB  - The replacement of natural aggregates (NA) with alternative aggregates in concrete can contribute to the sustainable development of the construction industry. This paper aims to present research investigating the effects of recycled concrete aggregate (RCA) and crumb rubber (CR) utilization on the performance of Self-Compacting Concrete (SCC) mixtures in both fresh and hardened states. For this purpose, SCC mixtures with three different replacement levels of CR - 0%, 20% and 30% by volume for fine aggregate and 100% coarse RCA were prepared along with the reference mixture containing NA only. To assess the effects of NA replacement, the physical and mechanical tests were conducted on prepared SCC mixtures and corresponding results were analysed and compared.
PB  - University of Banja Luka, Faculty of Architecture, Civil Engineering and Geodesy
C3  - INTERNATIONAL CONFERENCE ON CONTEMPORARY THEORY AND PRACTICE IN CONSTRUCTION XV, 2022, 063-072
T1  - Experimental investigation of scc with recycled rubber and recycled concrete aggregate
T1  - Eкспериментална испитивања самоуграђујућег бетона са рециклираном гумом и рециклираним бетоном у својству агрегата
DO  - 10.7251/STP2215063P
ER  - 

@conference{
author = "Popović, Marko and Savić, Aleksandar R. and Broćeta, Gordana and Borozan, Branko and Štavljanin, Mihailo",
year = "2022",
abstract = "The replacement of natural aggregates (NA) with alternative aggregates in concrete can contribute to the sustainable development of the construction industry. This paper aims to present research investigating the effects of recycled concrete aggregate (RCA) and crumb rubber (CR) utilization on the performance of Self-Compacting Concrete (SCC) mixtures in both fresh and hardened states. For this purpose, SCC mixtures with three different replacement levels of CR - 0%, 20% and 30% by volume for fine aggregate and 100% coarse RCA were prepared along with the reference mixture containing NA only. To assess the effects of NA replacement, the physical and mechanical tests were conducted on prepared SCC mixtures and corresponding results were analysed and compared.",
publisher = "University of Banja Luka, Faculty of Architecture, Civil Engineering and Geodesy",
journal = "INTERNATIONAL CONFERENCE ON CONTEMPORARY THEORY AND PRACTICE IN CONSTRUCTION XV, 2022, 063-072",
title = "Experimental investigation of scc with recycled rubber and recycled concrete aggregate, Eкспериментална испитивања самоуграђујућег бетона са рециклираном гумом и рециклираним бетоном у својству агрегата",
doi = "10.7251/STP2215063P"
}

Popović, M., Savić, A. R., Broćeta, G., Borozan, B.,& Štavljanin, M.. (2022). Experimental investigation of scc with recycled rubber and recycled concrete aggregate. in INTERNATIONAL CONFERENCE ON CONTEMPORARY THEORY AND PRACTICE IN CONSTRUCTION XV, 2022, 063-072
University of Banja Luka, Faculty of Architecture, Civil Engineering and Geodesy..
https://doi.org/10.7251/STP2215063P

Popović M, Savić AR, Broćeta G, Borozan B, Štavljanin M. Experimental investigation of scc with recycled rubber and recycled concrete aggregate. in INTERNATIONAL CONFERENCE ON CONTEMPORARY THEORY AND PRACTICE IN CONSTRUCTION XV, 2022, 063-072. 2022;.
doi:10.7251/STP2215063P .

Popović, Marko, Savić, Aleksandar R., Broćeta, Gordana, Borozan, Branko, Štavljanin, Mihailo, "Experimental investigation of scc with recycled rubber and recycled concrete aggregate" in INTERNATIONAL CONFERENCE ON CONTEMPORARY THEORY AND PRACTICE IN CONSTRUCTION XV, 2022, 063-072 (2022),
https://doi.org/10.7251/STP2215063P . .

TY  - CONF
AU  - Mišković, Zoran
AU  - Latinović Krndija, Marina
AU  - Popović, Marko
AU  - Savatović, Siniša
PY  - 2022
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/3232
AB  - When evaluating modal properties of lively structures as footbridges, numerical modelling
should be used with caution. This is due to model uncertainties mostly related to material
parameters, boundary conditions, the effects of the non-structural elements, and also other
inevitable differences between as-built and designed structures. Differences between the
dynamic behaviour of the as-built structure and the numerical finite element model are best
visible after performing vibration testing and modal properties identification based on
experimentally obtained results. Conclusions regarding reasons for these differences can be
useful for further understanding of vibrational behaviour of footbridge structures and can help
designers in better predicting dynamic properties of such structures in the design stage.
This paper describes a lively full-scale footbridge over the Vrbas river in Banja Luka, Prijecani
sub-area, Serbian Republic, Bosnia and Herzegovina, its modal properties estimation based on
ambient vibration measurements and numerical modelling.
Identification of modal properties was performed using Ambient Modal Testing applying
Multiple Test Setup Measurement Procedure and Frequency Domain Decomposition method.
The ambient vibration measurement technique for the subject footbridge, which gave a good
quality of the results obtained, is presented.
Analysis of the obtained experimental results is given, as well as their comparison with
numerically estimated values in the finite element model. Despite some irregular features of the
subject footbridge, correlation is obtained, and conclusions are made regarding the effects of
numerical model parameters on structural dynamic properties.
C3  - The 8th international conference "civil engineering – science and practice", Kolašin, Montenegro, 8-12 March
T1  - Modal analysis of the suspension footbridge over river Vrbas in Banja Luka
EP  - 256
SP  - 249
UR  - https://hdl.handle.net/21.15107/rcub_grafar_3232
ER  - 

@conference{
author = "Mišković, Zoran and Latinović Krndija, Marina and Popović, Marko and Savatović, Siniša",
year = "2022",
abstract = "When evaluating modal properties of lively structures as footbridges, numerical modelling
should be used with caution. This is due to model uncertainties mostly related to material
parameters, boundary conditions, the effects of the non-structural elements, and also other
inevitable differences between as-built and designed structures. Differences between the
dynamic behaviour of the as-built structure and the numerical finite element model are best
visible after performing vibration testing and modal properties identification based on
experimentally obtained results. Conclusions regarding reasons for these differences can be
useful for further understanding of vibrational behaviour of footbridge structures and can help
designers in better predicting dynamic properties of such structures in the design stage.
This paper describes a lively full-scale footbridge over the Vrbas river in Banja Luka, Prijecani
sub-area, Serbian Republic, Bosnia and Herzegovina, its modal properties estimation based on
ambient vibration measurements and numerical modelling.
Identification of modal properties was performed using Ambient Modal Testing applying
Multiple Test Setup Measurement Procedure and Frequency Domain Decomposition method.
The ambient vibration measurement technique for the subject footbridge, which gave a good
quality of the results obtained, is presented.
Analysis of the obtained experimental results is given, as well as their comparison with
numerically estimated values in the finite element model. Despite some irregular features of the
subject footbridge, correlation is obtained, and conclusions are made regarding the effects of
numerical model parameters on structural dynamic properties.",
journal = "The 8th international conference "civil engineering – science and practice", Kolašin, Montenegro, 8-12 March",
title = "Modal analysis of the suspension footbridge over river Vrbas in Banja Luka",
pages = "256-249",
url = "https://hdl.handle.net/21.15107/rcub_grafar_3232"
}

Mišković, Z., Latinović Krndija, M., Popović, M.,& Savatović, S.. (2022). Modal analysis of the suspension footbridge over river Vrbas in Banja Luka. in The 8th international conference "civil engineering – science and practice", Kolašin, Montenegro, 8-12 March, 249-256.
https://hdl.handle.net/21.15107/rcub_grafar_3232

Mišković Z, Latinović Krndija M, Popović M, Savatović S. Modal analysis of the suspension footbridge over river Vrbas in Banja Luka. in The 8th international conference "civil engineering – science and practice", Kolašin, Montenegro, 8-12 March. 2022;:249-256.
https://hdl.handle.net/21.15107/rcub_grafar_3232 .

Mišković, Zoran, Latinović Krndija, Marina, Popović, Marko, Savatović, Siniša, "Modal analysis of the suspension footbridge over river Vrbas in Banja Luka" in The 8th international conference "civil engineering – science and practice", Kolašin, Montenegro, 8-12 March (2022):249-256,
https://hdl.handle.net/21.15107/rcub_grafar_3232 .

TY  - CONF
AU  - Latinović, Marina
AU  - Dujaković, Dejana
AU  - Popović, Marko
AU  - Broćeta, Gordana
AU  - Cumbo, Anđelko
PY  - 2022
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/2692
AB  - This paper discusses the problem of theoretical and experimental determination of dynamic factors of road bridges. Various parameters influencing the dynamic behavior of bridges are briefly described and a review of regulations in this field is given. Also, an example of the numerical determination of the dynamic amplification factor on a specific bridge structure using dynamic time history analysis in SAP2000 software is presented. Some established methods for the experimental control of the design dynamic amplification on real structures are given, as well as a data and analysis of experimentally obtained results on a series of concrete bridges on the Banja Luka-Doboj highway.
PB  - University of Banja Luka, Faculty of Architecture, Civil Engineering and Geodesy
C3  - INTERNATIONAL CONFERENCE ON CONTEMPORARY THEORY AND PRACTICE IN CONSTRUCTION XV, 2022, 540-551
T1  - Dynamic amplification factor of road bridges – analytical and experimental findings
T1  - Динамички коефицијент друмских мостова – нумеричка и експериментална истраживања
DO  - 10.7251/STP2215540L
ER  - 

@conference{
author = "Latinović, Marina and Dujaković, Dejana and Popović, Marko and Broćeta, Gordana and Cumbo, Anđelko",
year = "2022",
abstract = "This paper discusses the problem of theoretical and experimental determination of dynamic factors of road bridges. Various parameters influencing the dynamic behavior of bridges are briefly described and a review of regulations in this field is given. Also, an example of the numerical determination of the dynamic amplification factor on a specific bridge structure using dynamic time history analysis in SAP2000 software is presented. Some established methods for the experimental control of the design dynamic amplification on real structures are given, as well as a data and analysis of experimentally obtained results on a series of concrete bridges on the Banja Luka-Doboj highway.",
publisher = "University of Banja Luka, Faculty of Architecture, Civil Engineering and Geodesy",
journal = "INTERNATIONAL CONFERENCE ON CONTEMPORARY THEORY AND PRACTICE IN CONSTRUCTION XV, 2022, 540-551",
title = "Dynamic amplification factor of road bridges – analytical and experimental findings, Динамички коефицијент друмских мостова – нумеричка и експериментална истраживања",
doi = "10.7251/STP2215540L"
}

Latinović, M., Dujaković, D., Popović, M., Broćeta, G.,& Cumbo, A.. (2022). Dynamic amplification factor of road bridges – analytical and experimental findings. in INTERNATIONAL CONFERENCE ON CONTEMPORARY THEORY AND PRACTICE IN CONSTRUCTION XV, 2022, 540-551
University of Banja Luka, Faculty of Architecture, Civil Engineering and Geodesy..
https://doi.org/10.7251/STP2215540L

Latinović M, Dujaković D, Popović M, Broćeta G, Cumbo A. Dynamic amplification factor of road bridges – analytical and experimental findings. in INTERNATIONAL CONFERENCE ON CONTEMPORARY THEORY AND PRACTICE IN CONSTRUCTION XV, 2022, 540-551. 2022;.
doi:10.7251/STP2215540L .

Latinović, Marina, Dujaković, Dejana, Popović, Marko, Broćeta, Gordana, Cumbo, Anđelko, "Dynamic amplification factor of road bridges – analytical and experimental findings" in INTERNATIONAL CONFERENCE ON CONTEMPORARY THEORY AND PRACTICE IN CONSTRUCTION XV, 2022, 540-551 (2022),
https://doi.org/10.7251/STP2215540L . .

TY  - CONF
AU  - Popović, Marko
AU  - Savić, Aleksandar R.
AU  - Mišković, Zoran
PY  - 2021
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/2424
AB  - Adding fibre reinforcement to concrete has a beneficial effect on the structural integrity and durability, enables construction cost&time savings. Because of these advantages, fibre reinforced concrete is gaining an increasing interest in development and use both in novel structures, as well as for repair, rehabilitation and strengthening of the existing structures. In order to determine the properties of the fibre reinforced concrete, that are necessary for design according to current guidelines, standardized tests are performed - most often flexural (or bending) test, conducted on the prismatic samples. The paper presents the results and analysis of flexural strength tests of samples made of steel fibres reinforced concrete. This concrete has potential for use in elements of the structures which are under tensile stresses in exploitation.
PB  - Union of Mechanical and Electrotechnical Engineers and Technicians of Serbia (SMEITS) Society for Renewable Electrical Power Sources
C3  - 9th International Conference on Renewable Electrical Power Sources
T1  - Possibility of using fiber reinforced concrete in structures for renewable energy harvesting
UR  - https://hdl.handle.net/21.15107/rcub_grafar_2424
ER  - 

@conference{
author = "Popović, Marko and Savić, Aleksandar R. and Mišković, Zoran",
year = "2021",
abstract = "Adding fibre reinforcement to concrete has a beneficial effect on the structural integrity and durability, enables construction cost&time savings. Because of these advantages, fibre reinforced concrete is gaining an increasing interest in development and use both in novel structures, as well as for repair, rehabilitation and strengthening of the existing structures. In order to determine the properties of the fibre reinforced concrete, that are necessary for design according to current guidelines, standardized tests are performed - most often flexural (or bending) test, conducted on the prismatic samples. The paper presents the results and analysis of flexural strength tests of samples made of steel fibres reinforced concrete. This concrete has potential for use in elements of the structures which are under tensile stresses in exploitation.",
publisher = "Union of Mechanical and Electrotechnical Engineers and Technicians of Serbia (SMEITS) Society for Renewable Electrical Power Sources",
journal = "9th International Conference on Renewable Electrical Power Sources",
title = "Possibility of using fiber reinforced concrete in structures for renewable energy harvesting",
url = "https://hdl.handle.net/21.15107/rcub_grafar_2424"
}

Popović, M., Savić, A. R.,& Mišković, Z.. (2021). Possibility of using fiber reinforced concrete in structures for renewable energy harvesting. in 9th International Conference on Renewable Electrical Power Sources
Union of Mechanical and Electrotechnical Engineers and Technicians of Serbia (SMEITS) Society for Renewable Electrical Power Sources..
https://hdl.handle.net/21.15107/rcub_grafar_2424

Popović M, Savić AR, Mišković Z. Possibility of using fiber reinforced concrete in structures for renewable energy harvesting. in 9th International Conference on Renewable Electrical Power Sources. 2021;.
https://hdl.handle.net/21.15107/rcub_grafar_2424 .

Popović, Marko, Savić, Aleksandar R., Mišković, Zoran, "Possibility of using fiber reinforced concrete in structures for renewable energy harvesting" in 9th International Conference on Renewable Electrical Power Sources (2021),
https://hdl.handle.net/21.15107/rcub_grafar_2424 .

TY  - CONF
AU  - Mišković, Zoran
AU  - Popović, Marko
AU  - Pecić, Nenad
AU  - Savatović, Siniša
AU  - Latinović, Marina
PY  - 2021
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/2380
AB  - The paper presents study of modal parameters identification of two turbine supporting structures of unit-A1 and unit-A2 in Power Plant Nikola Tesla – A in Obrenovac – Republic of Serbia, based on ambient vibration measurements. Vibration response measurements of structures were carried out in two measurement campaigns under ambient excitation, each time on unit which was out of operation. Modal frequencies and mode shapes were extracted using Frequency Domain Decomposition (FDD) technique according to recorded acceleration data. The performed numerical analysis established the dynamic characteristics of the analysed table-top foundation structure adequate to the experimentally determined ones.
C3  - Association of Sructural Engineering of Serbia - Symposium 2020
T1  - Analysis of modal properties of two nominaly identical turbine supporting structures
VL  - 511-518
UR  - https://hdl.handle.net/21.15107/rcub_grafar_2380
ER  - 

@conference{
author = "Mišković, Zoran and Popović, Marko and Pecić, Nenad and Savatović, Siniša and Latinović, Marina",
year = "2021",
abstract = "The paper presents study of modal parameters identification of two turbine supporting structures of unit-A1 and unit-A2 in Power Plant Nikola Tesla – A in Obrenovac – Republic of Serbia, based on ambient vibration measurements. Vibration response measurements of structures were carried out in two measurement campaigns under ambient excitation, each time on unit which was out of operation. Modal frequencies and mode shapes were extracted using Frequency Domain Decomposition (FDD) technique according to recorded acceleration data. The performed numerical analysis established the dynamic characteristics of the analysed table-top foundation structure adequate to the experimentally determined ones.",
journal = "Association of Sructural Engineering of Serbia - Symposium 2020",
title = "Analysis of modal properties of two nominaly identical turbine supporting structures",
volume = "511-518",
url = "https://hdl.handle.net/21.15107/rcub_grafar_2380"
}

Mišković, Z., Popović, M., Pecić, N., Savatović, S.,& Latinović, M.. (2021). Analysis of modal properties of two nominaly identical turbine supporting structures. in Association of Sructural Engineering of Serbia - Symposium 2020, 511-518.
https://hdl.handle.net/21.15107/rcub_grafar_2380

Mišković Z, Popović M, Pecić N, Savatović S, Latinović M. Analysis of modal properties of two nominaly identical turbine supporting structures. in Association of Sructural Engineering of Serbia - Symposium 2020. 2021;511-518.
https://hdl.handle.net/21.15107/rcub_grafar_2380 .

Mišković, Zoran, Popović, Marko, Pecić, Nenad, Savatović, Siniša, Latinović, Marina, "Analysis of modal properties of two nominaly identical turbine supporting structures" in Association of Sructural Engineering of Serbia - Symposium 2020, 511-518 (2021),
https://hdl.handle.net/21.15107/rcub_grafar_2380 .

TY  - CONF
AU  - Mišković, Zoran
AU  - Savatović, Siniša
AU  - Popović, Marko
AU  - Latinović, Marina
PY  - 2021
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/2379
AB  - U radu je prikazano eksperimentalno određivanje prigušenja i frekventnih karakteristika modela čelične grede statičkog sistema grede sa dva prepusta. Izvršeno je merenje vertikalnih ubrzanja u tačkama u osi nosača sa odgovarajućom analizom registrovanih zapisa ubrzanja primenom Wavelet transformacije sa ciljem određivanja prigušenja i modalnih karakteristika modela grede.
C3  - Društvo građevinskih konstruktera Srbije - Simpozijum 2020
T1  - Određivanje prigušenja i modalnih karakteristika modela nodača primenom Wavelet transformacije
VL  - 523-531
UR  - https://hdl.handle.net/21.15107/rcub_grafar_2379
ER  - 

@conference{
author = "Mišković, Zoran and Savatović, Siniša and Popović, Marko and Latinović, Marina",
year = "2021",
abstract = "U radu je prikazano eksperimentalno određivanje prigušenja i frekventnih karakteristika modela čelične grede statičkog sistema grede sa dva prepusta. Izvršeno je merenje vertikalnih ubrzanja u tačkama u osi nosača sa odgovarajućom analizom registrovanih zapisa ubrzanja primenom Wavelet transformacije sa ciljem određivanja prigušenja i modalnih karakteristika modela grede.",
journal = "Društvo građevinskih konstruktera Srbije - Simpozijum 2020",
title = "Određivanje prigušenja i modalnih karakteristika modela nodača primenom Wavelet transformacije",
volume = "523-531",
url = "https://hdl.handle.net/21.15107/rcub_grafar_2379"
}

Mišković, Z., Savatović, S., Popović, M.,& Latinović, M.. (2021). Određivanje prigušenja i modalnih karakteristika modela nodača primenom Wavelet transformacije. in Društvo građevinskih konstruktera Srbije - Simpozijum 2020, 523-531.
https://hdl.handle.net/21.15107/rcub_grafar_2379

Mišković Z, Savatović S, Popović M, Latinović M. Određivanje prigušenja i modalnih karakteristika modela nodača primenom Wavelet transformacije. in Društvo građevinskih konstruktera Srbije - Simpozijum 2020. 2021;523-531.
https://hdl.handle.net/21.15107/rcub_grafar_2379 .

Mišković, Zoran, Savatović, Siniša, Popović, Marko, Latinović, Marina, "Određivanje prigušenja i modalnih karakteristika modela nodača primenom Wavelet transformacije" in Društvo građevinskih konstruktera Srbije - Simpozijum 2020, 523-531 (2021),
https://hdl.handle.net/21.15107/rcub_grafar_2379 .

TY  - CONF
AU  - Latinović, Marina
AU  - Mišković, Zoran
AU  - Popović, Marko
PY  - 2020
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/2249
AB  - This paper presents a dynamic behavior analysis of an old cable-stayed footbridge over river Vrbas in Banja Luka. Identification of modal parameters, of this prone to vibrations footbridge structure, was performed using Operational Modal Analysis with Frequency Domain Decomposition method. Experimental test setups and obtained results, compared to the numerical values obtained by FE model updating, are shown. Modal Assurance Criterion was used for the confirmation of the uniqueness of experimentally obtained mode shapes, and also for the comparison of FE model mode shapes to the experimentally obtained ones, in the locations of measurement.
PB  - University of Banja Luka Faculty of Architecture, Civil Engineering and Geodesy
C3  - International conference on Contemporary Theory and Practice in Construction XIV
T1  - Dynamic behavior of a cable-stayed footbridge over river Vrbas in Banja Luka
EP  - 399
SP  - 388
DO  - 10.7251/STP2014388L
ER  - 

@conference{
author = "Latinović, Marina and Mišković, Zoran and Popović, Marko",
year = "2020",
abstract = "This paper presents a dynamic behavior analysis of an old cable-stayed footbridge over river Vrbas in Banja Luka. Identification of modal parameters, of this prone to vibrations footbridge structure, was performed using Operational Modal Analysis with Frequency Domain Decomposition method. Experimental test setups and obtained results, compared to the numerical values obtained by FE model updating, are shown. Modal Assurance Criterion was used for the confirmation of the uniqueness of experimentally obtained mode shapes, and also for the comparison of FE model mode shapes to the experimentally obtained ones, in the locations of measurement.",
publisher = "University of Banja Luka Faculty of Architecture, Civil Engineering and Geodesy",
journal = "International conference on Contemporary Theory and Practice in Construction XIV",
title = "Dynamic behavior of a cable-stayed footbridge over river Vrbas in Banja Luka",
pages = "399-388",
doi = "10.7251/STP2014388L"
}

Latinović, M., Mišković, Z.,& Popović, M.. (2020). Dynamic behavior of a cable-stayed footbridge over river Vrbas in Banja Luka. in International conference on Contemporary Theory and Practice in Construction XIV
University of Banja Luka Faculty of Architecture, Civil Engineering and Geodesy., 388-399.
https://doi.org/10.7251/STP2014388L

Latinović M, Mišković Z, Popović M. Dynamic behavior of a cable-stayed footbridge over river Vrbas in Banja Luka. in International conference on Contemporary Theory and Practice in Construction XIV. 2020;:388-399.
doi:10.7251/STP2014388L .

Latinović, Marina, Mišković, Zoran, Popović, Marko, "Dynamic behavior of a cable-stayed footbridge over river Vrbas in Banja Luka" in International conference on Contemporary Theory and Practice in Construction XIV (2020):388-399,
https://doi.org/10.7251/STP2014388L . .

TY  - CONF
AU  - Mišković, Zoran
AU  - Latinović, Marina
AU  - Popović, Marko
AU  - Savatović, Siniša
PY  - 2020
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/2252
AB  - The paper presents study of dynamic properties estimation based on ambient vibration measurements of the old suspension footbridge over the river Vrbas in Banja Luka (in Šeher sub-area), Serbian Republic in Bosnia. Prone to uncomfortable vibrations under pedestrian excitation, so-called lively footbridge, was tested and few first modes of vibrations were identified by Frequency Domain Decomposition method. Measurement technique and layout of ambient vibration are presented. Analysis of estimated of modal parameters, modal frequencies and mode shapes, of the footbridge under everyday pedestrian traffic was carried out as a part of dynamic response analysis.
C3  - THE 7th INTERNATIONAL CONFERENCE "CIVIL ENGINEERING - SCIENCE AND PRACTICE" GNP 2020 – Kolašin, Montenegro
T1  - Modal properties of the old suspension footbridge based on ambient vibration measurements
UR  - https://hdl.handle.net/21.15107/rcub_grafar_2252
ER  - 

@conference{
author = "Mišković, Zoran and Latinović, Marina and Popović, Marko and Savatović, Siniša",
year = "2020",
abstract = "The paper presents study of dynamic properties estimation based on ambient vibration measurements of the old suspension footbridge over the river Vrbas in Banja Luka (in Šeher sub-area), Serbian Republic in Bosnia. Prone to uncomfortable vibrations under pedestrian excitation, so-called lively footbridge, was tested and few first modes of vibrations were identified by Frequency Domain Decomposition method. Measurement technique and layout of ambient vibration are presented. Analysis of estimated of modal parameters, modal frequencies and mode shapes, of the footbridge under everyday pedestrian traffic was carried out as a part of dynamic response analysis.",
journal = "THE 7th INTERNATIONAL CONFERENCE "CIVIL ENGINEERING - SCIENCE AND PRACTICE" GNP 2020 – Kolašin, Montenegro",
title = "Modal properties of the old suspension footbridge based on ambient vibration measurements",
url = "https://hdl.handle.net/21.15107/rcub_grafar_2252"
}

Mišković, Z., Latinović, M., Popović, M.,& Savatović, S.. (2020). Modal properties of the old suspension footbridge based on ambient vibration measurements. in THE 7th INTERNATIONAL CONFERENCE "CIVIL ENGINEERING - SCIENCE AND PRACTICE" GNP 2020 – Kolašin, Montenegro.
https://hdl.handle.net/21.15107/rcub_grafar_2252

Mišković Z, Latinović M, Popović M, Savatović S. Modal properties of the old suspension footbridge based on ambient vibration measurements. in THE 7th INTERNATIONAL CONFERENCE "CIVIL ENGINEERING - SCIENCE AND PRACTICE" GNP 2020 – Kolašin, Montenegro. 2020;.
https://hdl.handle.net/21.15107/rcub_grafar_2252 .

Mišković, Zoran, Latinović, Marina, Popović, Marko, Savatović, Siniša, "Modal properties of the old suspension footbridge based on ambient vibration measurements" in THE 7th INTERNATIONAL CONFERENCE "CIVIL ENGINEERING - SCIENCE AND PRACTICE" GNP 2020 – Kolašin, Montenegro (2020),
https://hdl.handle.net/21.15107/rcub_grafar_2252 .

TY  - CONF
AU  - Mišković, Zoran
AU  - Popović, Marko
AU  - Mišković, Ljiljana
PY  - 2019
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/2254
AB  - Paper presents research of short-term monitoring of vibration response of turbine table top foundation structure in Power Plant Nikola Tesla - A: unit A4 in Obrenovac – Republic of Serbia.
Research included short-term monitoring of vibration of the structure in ambient and in-operation
condition, numerical modelling of the structure according to available information of masses and
stiffness of structural elements, as well as extraction of mode shapes and operational deflection shapes.
Measurement of vibrations, during in and out of operating conditions, carried at the same set of points on the upper slab of foundation supporting structure using sensitive accelerometers in frequency range of 0 - 300 Hz, while acquisition carried out using 24-bits acquisition system.
Extraction of modes, frequencies and shapes, carried out using state of the art software package
ARTeMIS. The same extraction procedure applied for extraction of deflection shapes according to
acquired acceleration data during in-operation conditions. Numerical modelling performed using SAP2000 software package for structural static and dynamic analysis, with application of beam elements and additional masses with eccentricity from top level of the foundation structure. Additional masses, according to available data of weights of turbines, turbogenerator
and other installed equipment, are taken into account.
Finally, during analysis and comparison of experimental and numerical results, find out quite good
matches of mode shapes and operational deflection shapes, which clearly have been discussed in
conclusion.
PB  - Macedonian Association of Structural Engineers MASE
C3  - proceedings of the 18th international symposium of mase
T1  - Short-term monitoring of turbine supporting structure in ambient and in-operation conditions
EP  - 381
SP  - 372
UR  - https://hdl.handle.net/21.15107/rcub_grafar_2254
ER  - 

@conference{
author = "Mišković, Zoran and Popović, Marko and Mišković, Ljiljana",
year = "2019",
abstract = "Paper presents research of short-term monitoring of vibration response of turbine table top foundation structure in Power Plant Nikola Tesla - A: unit A4 in Obrenovac – Republic of Serbia.
Research included short-term monitoring of vibration of the structure in ambient and in-operation
condition, numerical modelling of the structure according to available information of masses and
stiffness of structural elements, as well as extraction of mode shapes and operational deflection shapes.
Measurement of vibrations, during in and out of operating conditions, carried at the same set of points on the upper slab of foundation supporting structure using sensitive accelerometers in frequency range of 0 - 300 Hz, while acquisition carried out using 24-bits acquisition system.
Extraction of modes, frequencies and shapes, carried out using state of the art software package
ARTeMIS. The same extraction procedure applied for extraction of deflection shapes according to
acquired acceleration data during in-operation conditions. Numerical modelling performed using SAP2000 software package for structural static and dynamic analysis, with application of beam elements and additional masses with eccentricity from top level of the foundation structure. Additional masses, according to available data of weights of turbines, turbogenerator
and other installed equipment, are taken into account.
Finally, during analysis and comparison of experimental and numerical results, find out quite good
matches of mode shapes and operational deflection shapes, which clearly have been discussed in
conclusion.",
publisher = "Macedonian Association of Structural Engineers MASE",
journal = "proceedings of the 18th international symposium of mase",
title = "Short-term monitoring of turbine supporting structure in ambient and in-operation conditions",
pages = "381-372",
url = "https://hdl.handle.net/21.15107/rcub_grafar_2254"
}

Mišković, Z., Popović, M.,& Mišković, L.. (2019). Short-term monitoring of turbine supporting structure in ambient and in-operation conditions. in proceedings of the 18th international symposium of mase
Macedonian Association of Structural Engineers MASE., 372-381.
https://hdl.handle.net/21.15107/rcub_grafar_2254

Mišković Z, Popović M, Mišković L. Short-term monitoring of turbine supporting structure in ambient and in-operation conditions. in proceedings of the 18th international symposium of mase. 2019;:372-381.
https://hdl.handle.net/21.15107/rcub_grafar_2254 .

Mišković, Zoran, Popović, Marko, Mišković, Ljiljana, "Short-term monitoring of turbine supporting structure in ambient and in-operation conditions" in proceedings of the 18th international symposium of mase (2019):372-381,
https://hdl.handle.net/21.15107/rcub_grafar_2254 .

TY  - CONF
AU  - Mišković, Zoran
AU  - Popović, Marko
AU  - Mišković, Ljiljana
PY  - 2018
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/2255
AB  - Rad prikazuje eksperimentalno- numeričku analizu osetljivosti konstrukcije
rekonstruisanog visokog dimnjaka na pobudu vetrom. Eksperimentalno istraživanje je uključilo ambijentalno merenje vibracija na više nivoa po visini konstrukcije sa odgovarajućom analizom u cilju određivanja sopstvenih frekvencija i tonova oscilovanja. Numeričkom analizom formiran je model konstrukcije, koji je ponderisan na osnovu eksperimentalnih rezultata. Primenom numeričkog modela, shodno aktuelnim preporukama i standardima, sprovedena je detaljna analiza osetljivosti konstrukcije objekta na uticaj vetra.
C3  - 14th International scientific conference on planning, design, construction and building renewal
T1  - Eksperimentalno-numerička analiza osetljivosti visokog dimnjaka na pobudu vetrom
EP  - 102
SP  - 93
UR  - https://hdl.handle.net/21.15107/rcub_grafar_2255
ER  - 

@conference{
author = "Mišković, Zoran and Popović, Marko and Mišković, Ljiljana",
year = "2018",
abstract = "Rad prikazuje eksperimentalno- numeričku analizu osetljivosti konstrukcije
rekonstruisanog visokog dimnjaka na pobudu vetrom. Eksperimentalno istraživanje je uključilo ambijentalno merenje vibracija na više nivoa po visini konstrukcije sa odgovarajućom analizom u cilju određivanja sopstvenih frekvencija i tonova oscilovanja. Numeričkom analizom formiran je model konstrukcije, koji je ponderisan na osnovu eksperimentalnih rezultata. Primenom numeričkog modela, shodno aktuelnim preporukama i standardima, sprovedena je detaljna analiza osetljivosti konstrukcije objekta na uticaj vetra.",
journal = "14th International scientific conference on planning, design, construction and building renewal",
title = "Eksperimentalno-numerička analiza osetljivosti visokog dimnjaka na pobudu vetrom",
pages = "102-93",
url = "https://hdl.handle.net/21.15107/rcub_grafar_2255"
}

Mišković, Z., Popović, M.,& Mišković, L.. (2018). Eksperimentalno-numerička analiza osetljivosti visokog dimnjaka na pobudu vetrom. in 14th International scientific conference on planning, design, construction and building renewal, 93-102.
https://hdl.handle.net/21.15107/rcub_grafar_2255

Mišković Z, Popović M, Mišković L. Eksperimentalno-numerička analiza osetljivosti visokog dimnjaka na pobudu vetrom. in 14th International scientific conference on planning, design, construction and building renewal. 2018;:93-102.
https://hdl.handle.net/21.15107/rcub_grafar_2255 .

Mišković, Zoran, Popović, Marko, Mišković, Ljiljana, "Eksperimentalno-numerička analiza osetljivosti visokog dimnjaka na pobudu vetrom" in 14th International scientific conference on planning, design, construction and building renewal (2018):93-102,
https://hdl.handle.net/21.15107/rcub_grafar_2255 .