TY  - JOUR
AU  - Milovanović, Bojan
AU  - Vojt, Predrag
AU  - Zindović, Budo
AU  - Kuzmanović, Vladan
AU  - Savić, Ljubodrag
PY  - 2023
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/3407
AB  - This paper presents a methodology for estimation of hydrodynamic loads acting on the bottom and at the walls of a stilling basin of a stepped chute with converging walls, based on the pressure measurements at the selected points of a scale model. This is the first study of hydrodynamic loads for this type of structure, and the first one of the loads on the stilling basin walls in general. For selected flow discharges, step heights and hydraulic jump submergence ratio, the hydrodynamic pressures were measured at a significant number of points, providing the spatio-temporal distribution of relevant hydrodynamic loads. The most influential effect proved to be a convergence angle of the chute walls. Based on these measurements, appropriate regression expressions were proposed for predicting hydrodynamic loads. These expressions show good agreement with measurements, offering a reliable tool for the structural design of stepped spillway stilling basins.
PB  - MDPI
T2  - Water
T1  - Hydrodynamic Loads in a Stilling Basin of a Converging Stepped Spillway: An Experimental Study
IS  - 1
SP  - 140
VL  - 16
DO  - 10.3390/w16010140
ER  - 

@article{
author = "Milovanović, Bojan and Vojt, Predrag and Zindović, Budo and Kuzmanović, Vladan and Savić, Ljubodrag",
year = "2023",
abstract = "This paper presents a methodology for estimation of hydrodynamic loads acting on the bottom and at the walls of a stilling basin of a stepped chute with converging walls, based on the pressure measurements at the selected points of a scale model. This is the first study of hydrodynamic loads for this type of structure, and the first one of the loads on the stilling basin walls in general. For selected flow discharges, step heights and hydraulic jump submergence ratio, the hydrodynamic pressures were measured at a significant number of points, providing the spatio-temporal distribution of relevant hydrodynamic loads. The most influential effect proved to be a convergence angle of the chute walls. Based on these measurements, appropriate regression expressions were proposed for predicting hydrodynamic loads. These expressions show good agreement with measurements, offering a reliable tool for the structural design of stepped spillway stilling basins.",
publisher = "MDPI",
journal = "Water",
title = "Hydrodynamic Loads in a Stilling Basin of a Converging Stepped Spillway: An Experimental Study",
number = "1",
pages = "140",
volume = "16",
doi = "10.3390/w16010140"
}

Milovanović, B., Vojt, P., Zindović, B., Kuzmanović, V.,& Savić, L.. (2023). Hydrodynamic Loads in a Stilling Basin of a Converging Stepped Spillway: An Experimental Study. in Water
MDPI., 16(1), 140.
https://doi.org/10.3390/w16010140

Milovanović B, Vojt P, Zindović B, Kuzmanović V, Savić L. Hydrodynamic Loads in a Stilling Basin of a Converging Stepped Spillway: An Experimental Study. in Water. 2023;16(1):140.
doi:10.3390/w16010140 .

Milovanović, Bojan, Vojt, Predrag, Zindović, Budo, Kuzmanović, Vladan, Savić, Ljubodrag, "Hydrodynamic Loads in a Stilling Basin of a Converging Stepped Spillway: An Experimental Study" in Water, 16, no. 1 (2023):140,
https://doi.org/10.3390/w16010140 . .

TY  - JOUR
AU  - Babović, Zoran
AU  - Bajat, Branislav
AU  - Đokić, Vladan
AU  - Đorđević, Filip
AU  - Drašković, Dražen
AU  - Filipović, Nenad
AU  - Furht, Borko
AU  - Gačić, Nikola
AU  - Ikodinović, Igor
AU  - Ilić, Marija
AU  - Irfanoglu, Ayhan
AU  - Jelenković, Branislav
AU  - Kartelj, Aleksandar
AU  - Klimeck, Gerhard
AU  - Korolija, Nenad
AU  - Kotlar, Miloš
AU  - Kovačević, Miloš
AU  - Kuzmanović, Vladan
AU  - Marinković, Marko
AU  - Marković, Slobodan
AU  - Mendelson, Avi
AU  - Milutinović, Veljko
AU  - Nešković, Aleksandar
AU  - Nešković, Nataša
AU  - Mitić, Nenad
AU  - Nikolić, Boško
AU  - Novoselov, Konstantin
AU  - Prakash, Arun
AU  - Ratković, Ivan
AU  - Stojadinović, Zoran
AU  - Ustyuzhanin, Andrey
AU  - Zak, Stan
PY  - 2023
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/3113
AB  - This article presents a taxonomy and represents a repository of open problems in computing for numerically and logically intensive problems in a number of disciplines that have to synergize for the best performance of simulation-based feasibility studies on nature-oriented engineering in general and civil engineering in particular. Topics include but are not limited to: Nature-based construction, genomics supporting nature-based construction, earthquake engineering, and other types of geophysical disaster prevention activities, as well as the studies of processes and materials of interest for the above. In all these fields, problems are discussed that generate huge amounts of Big Data and are characterized with mathematically highly complex Iterative Algorithms. In the domain of applications, it has been stressed that problems could be made less computationally demanding if the number of computing iterations is made smaller (with the help of Artificial Intelligence or Conditional Algorithms), or if each computing iteration is made shorter in time (with the help of Data Filtration and Data Quantization). In the domain of computing, it has been stressed that computing could be made more powerful if the implementation technology is changed (Si, GaAs, etc.…), or if the computing paradigm is changed (Control Flow, Data Flow, etc.…).
PB  - Springer
T2  - Journal of Big Data
T1  - Research in computing‑intensive simulations for nature‑oriented civil‑engineering and related scientific fields, using machine learning and big data: an overview of open problems
VL  - 10
DO  - 10.1186/s40537-023-00731-6
ER  - 

@article{
author = "Babović, Zoran and Bajat, Branislav and Đokić, Vladan and Đorđević, Filip and Drašković, Dražen and Filipović, Nenad and Furht, Borko and Gačić, Nikola and Ikodinović, Igor and Ilić, Marija and Irfanoglu, Ayhan and Jelenković, Branislav and Kartelj, Aleksandar and Klimeck, Gerhard and Korolija, Nenad and Kotlar, Miloš and Kovačević, Miloš and Kuzmanović, Vladan and Marinković, Marko and Marković, Slobodan and Mendelson, Avi and Milutinović, Veljko and Nešković, Aleksandar and Nešković, Nataša and Mitić, Nenad and Nikolić, Boško and Novoselov, Konstantin and Prakash, Arun and Ratković, Ivan and Stojadinović, Zoran and Ustyuzhanin, Andrey and Zak, Stan",
year = "2023",
abstract = "This article presents a taxonomy and represents a repository of open problems in computing for numerically and logically intensive problems in a number of disciplines that have to synergize for the best performance of simulation-based feasibility studies on nature-oriented engineering in general and civil engineering in particular. Topics include but are not limited to: Nature-based construction, genomics supporting nature-based construction, earthquake engineering, and other types of geophysical disaster prevention activities, as well as the studies of processes and materials of interest for the above. In all these fields, problems are discussed that generate huge amounts of Big Data and are characterized with mathematically highly complex Iterative Algorithms. In the domain of applications, it has been stressed that problems could be made less computationally demanding if the number of computing iterations is made smaller (with the help of Artificial Intelligence or Conditional Algorithms), or if each computing iteration is made shorter in time (with the help of Data Filtration and Data Quantization). In the domain of computing, it has been stressed that computing could be made more powerful if the implementation technology is changed (Si, GaAs, etc.…), or if the computing paradigm is changed (Control Flow, Data Flow, etc.…).",
publisher = "Springer",
journal = "Journal of Big Data",
title = "Research in computing‑intensive simulations for nature‑oriented civil‑engineering and related scientific fields, using machine learning and big data: an overview of open problems",
volume = "10",
doi = "10.1186/s40537-023-00731-6"
}

Babović, Z., Bajat, B., Đokić, V., Đorđević, F., Drašković, D., Filipović, N., Furht, B., Gačić, N., Ikodinović, I., Ilić, M., Irfanoglu, A., Jelenković, B., Kartelj, A., Klimeck, G., Korolija, N., Kotlar, M., Kovačević, M., Kuzmanović, V., Marinković, M., Marković, S., Mendelson, A., Milutinović, V., Nešković, A., Nešković, N., Mitić, N., Nikolić, B., Novoselov, K., Prakash, A., Ratković, I., Stojadinović, Z., Ustyuzhanin, A.,& Zak, S.. (2023). Research in computing‑intensive simulations for nature‑oriented civil‑engineering and related scientific fields, using machine learning and big data: an overview of open problems. in Journal of Big Data
Springer., 10.
https://doi.org/10.1186/s40537-023-00731-6

Babović Z, Bajat B, Đokić V, Đorđević F, Drašković D, Filipović N, Furht B, Gačić N, Ikodinović I, Ilić M, Irfanoglu A, Jelenković B, Kartelj A, Klimeck G, Korolija N, Kotlar M, Kovačević M, Kuzmanović V, Marinković M, Marković S, Mendelson A, Milutinović V, Nešković A, Nešković N, Mitić N, Nikolić B, Novoselov K, Prakash A, Ratković I, Stojadinović Z, Ustyuzhanin A, Zak S. Research in computing‑intensive simulations for nature‑oriented civil‑engineering and related scientific fields, using machine learning and big data: an overview of open problems. in Journal of Big Data. 2023;10.
doi:10.1186/s40537-023-00731-6 .

Babović, Zoran, Bajat, Branislav, Đokić, Vladan, Đorđević, Filip, Drašković, Dražen, Filipović, Nenad, Furht, Borko, Gačić, Nikola, Ikodinović, Igor, Ilić, Marija, Irfanoglu, Ayhan, Jelenković, Branislav, Kartelj, Aleksandar, Klimeck, Gerhard, Korolija, Nenad, Kotlar, Miloš, Kovačević, Miloš, Kuzmanović, Vladan, Marinković, Marko, Marković, Slobodan, Mendelson, Avi, Milutinović, Veljko, Nešković, Aleksandar, Nešković, Nataša, Mitić, Nenad, Nikolić, Boško, Novoselov, Konstantin, Prakash, Arun, Ratković, Ivan, Stojadinović, Zoran, Ustyuzhanin, Andrey, Zak, Stan, "Research in computing‑intensive simulations for nature‑oriented civil‑engineering and related scientific fields, using machine learning and big data: an overview of open problems" in Journal of Big Data, 10 (2023),
https://doi.org/10.1186/s40537-023-00731-6 . .

TY  - JOUR
AU  - Babović, Zoran
AU  - Bajat, Branislav
AU  - Barac, Dusan
AU  - Bengin, Vesna
AU  - Đokić, Vladan
AU  - Đorđević, Filip
AU  - Drašković, Dražen
AU  - Filipović, Nenad
AU  - French, Stephan
AU  - Furht, Borko
AU  - Ilić, Marija
AU  - Irfanoglu, Ayhan
AU  - Kartelj, Aleksandar
AU  - Kilibarda, Milan
AU  - Klimeck, Gerhard
AU  - Korolija, Nenad
AU  - Kotlar, Miloš
AU  - Kovačević, Miloš
AU  - Kuzmanović, Vladan
AU  - Lehn, Jean-Marie
AU  - Madić, Dejan
AU  - Marinković, Marko
AU  - Mateljević, Miodrag
AU  - Mendelson, Avi
AU  - Mesinger, Fedor
AU  - Milovanović, Gradimir
AU  - Milutinović, Veljko
AU  - Mitić, Nenad
AU  - Nešković, Aleksandar
AU  - Nešković, Nataša
AU  - Nikolić, Boško
AU  - Novoselov, Konstantin
AU  - Prakash, Arun
AU  - Protić, Jelica
AU  - Ratković, Ivan
AU  - Rios, Diego
AU  - Shechtman, Dan
AU  - Stojadinović, Zoran
AU  - Ustyuzhanin, Andrey
AU  - Zak, Stan
PY  - 2023
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/3114
AB  - This article describes a teaching strategy that synergizes computing and management, aimed at the running of complex projects in industry and academia, in the areas of civil engineering, physics, geosciences, and a number of other related fields. The course derived from this strategy includes four parts: (a) Computing with a selected set of modern paradigms—the stress is on Control Flow and Data Flow computing paradigms, but paradigms conditionally referred to as Energy Flow and Diffusion Flow are also covered; (b) Project management that is holistic—the stress is on the wide plethora of issues spanning from the preparation of project proposals, all the way to incorporation activities to follow after the completion of a successful project; (c) Examples from past research and development experiences—the stress is on experiences of leading experts from academia and industry; (d) Student projects that stimulate creativity—the stress is on methods that educators could use to induce and accelerate the creativity of students in general. Finally, the article ends with selected pearls of wisdom that could be treated as suggestions for further elaboration.
PB  - Springer
T2  - Journal of Big Data
T1  - Teaching computing for complex problems in civil engineering and geosciences using big data and machine learning: synergizing four different computing paradigms and four different management domains
VL  - 10
DO  - 10.1186/s40537-023-00730-7
ER  - 

@article{
author = "Babović, Zoran and Bajat, Branislav and Barac, Dusan and Bengin, Vesna and Đokić, Vladan and Đorđević, Filip and Drašković, Dražen and Filipović, Nenad and French, Stephan and Furht, Borko and Ilić, Marija and Irfanoglu, Ayhan and Kartelj, Aleksandar and Kilibarda, Milan and Klimeck, Gerhard and Korolija, Nenad and Kotlar, Miloš and Kovačević, Miloš and Kuzmanović, Vladan and Lehn, Jean-Marie and Madić, Dejan and Marinković, Marko and Mateljević, Miodrag and Mendelson, Avi and Mesinger, Fedor and Milovanović, Gradimir and Milutinović, Veljko and Mitić, Nenad and Nešković, Aleksandar and Nešković, Nataša and Nikolić, Boško and Novoselov, Konstantin and Prakash, Arun and Protić, Jelica and Ratković, Ivan and Rios, Diego and Shechtman, Dan and Stojadinović, Zoran and Ustyuzhanin, Andrey and Zak, Stan",
year = "2023",
abstract = "This article describes a teaching strategy that synergizes computing and management, aimed at the running of complex projects in industry and academia, in the areas of civil engineering, physics, geosciences, and a number of other related fields. The course derived from this strategy includes four parts: (a) Computing with a selected set of modern paradigms—the stress is on Control Flow and Data Flow computing paradigms, but paradigms conditionally referred to as Energy Flow and Diffusion Flow are also covered; (b) Project management that is holistic—the stress is on the wide plethora of issues spanning from the preparation of project proposals, all the way to incorporation activities to follow after the completion of a successful project; (c) Examples from past research and development experiences—the stress is on experiences of leading experts from academia and industry; (d) Student projects that stimulate creativity—the stress is on methods that educators could use to induce and accelerate the creativity of students in general. Finally, the article ends with selected pearls of wisdom that could be treated as suggestions for further elaboration.",
publisher = "Springer",
journal = "Journal of Big Data",
title = "Teaching computing for complex problems in civil engineering and geosciences using big data and machine learning: synergizing four different computing paradigms and four different management domains",
volume = "10",
doi = "10.1186/s40537-023-00730-7"
}

Babović, Z., Bajat, B., Barac, D., Bengin, V., Đokić, V., Đorđević, F., Drašković, D., Filipović, N., French, S., Furht, B., Ilić, M., Irfanoglu, A., Kartelj, A., Kilibarda, M., Klimeck, G., Korolija, N., Kotlar, M., Kovačević, M., Kuzmanović, V., Lehn, J., Madić, D., Marinković, M., Mateljević, M., Mendelson, A., Mesinger, F., Milovanović, G., Milutinović, V., Mitić, N., Nešković, A., Nešković, N., Nikolić, B., Novoselov, K., Prakash, A., Protić, J., Ratković, I., Rios, D., Shechtman, D., Stojadinović, Z., Ustyuzhanin, A.,& Zak, S.. (2023). Teaching computing for complex problems in civil engineering and geosciences using big data and machine learning: synergizing four different computing paradigms and four different management domains. in Journal of Big Data
Springer., 10.
https://doi.org/10.1186/s40537-023-00730-7

Babović Z, Bajat B, Barac D, Bengin V, Đokić V, Đorđević F, Drašković D, Filipović N, French S, Furht B, Ilić M, Irfanoglu A, Kartelj A, Kilibarda M, Klimeck G, Korolija N, Kotlar M, Kovačević M, Kuzmanović V, Lehn J, Madić D, Marinković M, Mateljević M, Mendelson A, Mesinger F, Milovanović G, Milutinović V, Mitić N, Nešković A, Nešković N, Nikolić B, Novoselov K, Prakash A, Protić J, Ratković I, Rios D, Shechtman D, Stojadinović Z, Ustyuzhanin A, Zak S. Teaching computing for complex problems in civil engineering and geosciences using big data and machine learning: synergizing four different computing paradigms and four different management domains. in Journal of Big Data. 2023;10.
doi:10.1186/s40537-023-00730-7 .

Babović, Zoran, Bajat, Branislav, Barac, Dusan, Bengin, Vesna, Đokić, Vladan, Đorđević, Filip, Drašković, Dražen, Filipović, Nenad, French, Stephan, Furht, Borko, Ilić, Marija, Irfanoglu, Ayhan, Kartelj, Aleksandar, Kilibarda, Milan, Klimeck, Gerhard, Korolija, Nenad, Kotlar, Miloš, Kovačević, Miloš, Kuzmanović, Vladan, Lehn, Jean-Marie, Madić, Dejan, Marinković, Marko, Mateljević, Miodrag, Mendelson, Avi, Mesinger, Fedor, Milovanović, Gradimir, Milutinović, Veljko, Mitić, Nenad, Nešković, Aleksandar, Nešković, Nataša, Nikolić, Boško, Novoselov, Konstantin, Prakash, Arun, Protić, Jelica, Ratković, Ivan, Rios, Diego, Shechtman, Dan, Stojadinović, Zoran, Ustyuzhanin, Andrey, Zak, Stan, "Teaching computing for complex problems in civil engineering and geosciences using big data and machine learning: synergizing four different computing paradigms and four different management domains" in Journal of Big Data, 10 (2023),
https://doi.org/10.1186/s40537-023-00730-7 . .

TY  - CHAP
AU  - Rajaković-Ognjanović, Vladana
AU  - Đorđević, Dejana
AU  - Kuzmanović, Vladan
AU  - Despotović, Jovan
PY  - 2022
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/2931
AB  - Летећи пепео (ЛП) је нуспроизвод сагоревања чврстих горива. У уводном делу рада дат је осврт на настанак (порекло), хемијски састав и класификацију летећег пепела. ЛП je прашкаста, чврста супстанца чији хемијски састав чини несагорели угљеник, метални оксиди (Si, Fe, Ca и Al) и друге неорганске супстанце. Структурна анализа сировог и модификованог узорка ЛП даје смернице ка потенцијалној промени ЛП. У другом делу рада наведене су и описане области примене ЛП. Примена ЛП налази своје место: у синтези зеолита, у индустрији керамике, у пречишћавању отпадних вода, у сорпционим материјалима. Летећи пепео има потенцијалну примену за  побољшање деградираног земљишта, а. користи се и као замена за сировину у грађевинској индустрији или као адитив у индустрији цемента. Летећи пепео је, због повољних геомеханичких и геотехничких карактеристика, нашао примену и у изградњи насипа. Такође, летећи пепео се користи за изградњу брана од ваљаног бетона. У Србији се данас ЛП користи за ободне насипе на депонијама 
пепела.
AB  - Fly ash (FА) is a by-product of solid fuels burning. In the introductory part of the paper, an overview of the origin, chemical composition and classification of fly ash is given. FА is a powdery, solid substance whose chemical composition consists of unburnt carbon, metal oxides (Si, Fe, Ca and Al) and other inorganic substances. Structural analysis of the raw and modified FА sample provides guidance towards potential FА change. In the second part of the paper, the areas of FА application are listed and described. The application of fly ash finds its place: in the synthesis of zeolites, in the ceramics industry, in the purification of wastewater and in sorption materials. Fly ash has potential applications for improving degraded soils. Fly ash is used as a substitute for raw material in the construction industry or as an additive in the cement industry. Due to favourable geomechanical and geotechnical characteristics, FA has also found application in the construction 
of embankments. Fly ash is also used for Roller Compacted Concrete Dams. In Serbia, FA is used for containment embankments at ash impoundments of Thermal Power Plants.
PB  - Универзитет у Београду - Грађевински факултет
T2  - Materijali i konstrukcije u savremenom građevinarstvu, monografija posvećena 85. rođendanu profesora Mihaila Muravljova
T1  - Летећи пепео - карактеризација и  примена у хидротехници
T1  - Fly ash – characterization and application in hydrotechnics
EP  - 128
SP  - 119
UR  - https://hdl.handle.net/21.15107/rcub_grafar_2931
ER  - 

@inbook{
author = "Rajaković-Ognjanović, Vladana and Đorđević, Dejana and Kuzmanović, Vladan and Despotović, Jovan",
year = "2022",
abstract = "Летећи пепео (ЛП) је нуспроизвод сагоревања чврстих горива. У уводном делу рада дат је осврт на настанак (порекло), хемијски састав и класификацију летећег пепела. ЛП je прашкаста, чврста супстанца чији хемијски састав чини несагорели угљеник, метални оксиди (Si, Fe, Ca и Al) и друге неорганске супстанце. Структурна анализа сировог и модификованог узорка ЛП даје смернице ка потенцијалној промени ЛП. У другом делу рада наведене су и описане области примене ЛП. Примена ЛП налази своје место: у синтези зеолита, у индустрији керамике, у пречишћавању отпадних вода, у сорпционим материјалима. Летећи пепео има потенцијалну примену за  побољшање деградираног земљишта, а. користи се и као замена за сировину у грађевинској индустрији или као адитив у индустрији цемента. Летећи пепео је, због повољних геомеханичких и геотехничких карактеристика, нашао примену и у изградњи насипа. Такође, летећи пепео се користи за изградњу брана од ваљаног бетона. У Србији се данас ЛП користи за ободне насипе на депонијама 
пепела., Fly ash (FА) is a by-product of solid fuels burning. In the introductory part of the paper, an overview of the origin, chemical composition and classification of fly ash is given. FА is a powdery, solid substance whose chemical composition consists of unburnt carbon, metal oxides (Si, Fe, Ca and Al) and other inorganic substances. Structural analysis of the raw and modified FА sample provides guidance towards potential FА change. In the second part of the paper, the areas of FА application are listed and described. The application of fly ash finds its place: in the synthesis of zeolites, in the ceramics industry, in the purification of wastewater and in sorption materials. Fly ash has potential applications for improving degraded soils. Fly ash is used as a substitute for raw material in the construction industry or as an additive in the cement industry. Due to favourable geomechanical and geotechnical characteristics, FA has also found application in the construction 
of embankments. Fly ash is also used for Roller Compacted Concrete Dams. In Serbia, FA is used for containment embankments at ash impoundments of Thermal Power Plants.",
publisher = "Универзитет у Београду - Грађевински факултет",
journal = "Materijali i konstrukcije u savremenom građevinarstvu, monografija posvećena 85. rođendanu profesora Mihaila Muravljova",
booktitle = "Летећи пепео - карактеризација и  примена у хидротехници, Fly ash – characterization and application in hydrotechnics",
pages = "128-119",
url = "https://hdl.handle.net/21.15107/rcub_grafar_2931"
}

Rajaković-Ognjanović, V., Đorđević, D., Kuzmanović, V.,& Despotović, J.. (2022). Летећи пепео - карактеризација и  примена у хидротехници. in Materijali i konstrukcije u savremenom građevinarstvu, monografija posvećena 85. rođendanu profesora Mihaila Muravljova
Универзитет у Београду - Грађевински факултет., 119-128.
https://hdl.handle.net/21.15107/rcub_grafar_2931

Rajaković-Ognjanović V, Đorđević D, Kuzmanović V, Despotović J. Летећи пепео - карактеризација и  примена у хидротехници. in Materijali i konstrukcije u savremenom građevinarstvu, monografija posvećena 85. rođendanu profesora Mihaila Muravljova. 2022;:119-128.
https://hdl.handle.net/21.15107/rcub_grafar_2931 .

Rajaković-Ognjanović, Vladana, Đorđević, Dejana, Kuzmanović, Vladan, Despotović, Jovan, "Летећи пепео - карактеризација и  примена у хидротехници" in Materijali i konstrukcije u savremenom građevinarstvu, monografija posvećena 85. rođendanu profesora Mihaila Muravljova (2022):119-128,
https://hdl.handle.net/21.15107/rcub_grafar_2931 .

TY  - JOUR
AU  - Mirković, Uroš B.
AU  - Kuzmanović, Vladan
AU  - Todorović, Goran
PY  - 2022
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/3011
AB  - Results of the conducted research aiming to demonstrate the methodology of optimization of dam monolith length (distance between contraction joints), through monitoring the thermal tensile stresses during construction and service life of a concrete gravity dam that is built using the block method, are presented in this paper. A 3D space–time numerical model for phased thermal stress analysis is employed in a large concrete gravity dam case study. For the adopted block dimensions, schedule, and dynamics of construction and material parameters, the thermal stress analysis is conducted, taking into account the following: thermal physical properties of the material, the cement hydration process, heat exchange with the external environment and the reservoir, and self-weight of the structure. The main advantage of the proposed methodology is the possibility of controlling the cracks resulting from thermal tensile stresses in the monolith of a concrete gravity dam, by optimizing the monolith’s length to minimize the zones in which the tensile capacity of concrete is exceeded. The results obtained from the temperature field analysis show that the maximum temperature increase in the dam’s body results from the cement hydration process in combination with summer air temperatures in the construction phase. The aforementioned factors account for the increase in temperature of up to 45.0 ◦C, while during winter cooling of the structure occurs due to lower temperatures, especially in the surface zones. The results of the stress field analysis show that the extreme values of thermal tensile stresses are present in the process of a sudden or gradual cooling of the concrete when shrinkage occurs. Finally, it is shown that the reduction of the monolith length by 5.0 m (from 20.0 m to 15.0 m) results in a decrease in the extreme thermal tensile stress values by an average of 0.70 MPa (up to 12.0%) in winter and an average of 1.10 MPa (up to 20.0%) in summer; while for the entirety of the analyzed time period, results in a decrease in the extreme thermal tensile stress values by an average of 16.0% (0.93 MPa).
PB  - MDPI
T2  - Applied Sciences
T1  - Long-Term Thermal Stress Analysis and Optimization of Contraction Joint Distance of Concrete Gravity Dams
SP  - 8163
VL  - 12
DO  - 10.3390/app12168163
ER  - 

@article{
author = "Mirković, Uroš B. and Kuzmanović, Vladan and Todorović, Goran",
year = "2022",
abstract = "Results of the conducted research aiming to demonstrate the methodology of optimization of dam monolith length (distance between contraction joints), through monitoring the thermal tensile stresses during construction and service life of a concrete gravity dam that is built using the block method, are presented in this paper. A 3D space–time numerical model for phased thermal stress analysis is employed in a large concrete gravity dam case study. For the adopted block dimensions, schedule, and dynamics of construction and material parameters, the thermal stress analysis is conducted, taking into account the following: thermal physical properties of the material, the cement hydration process, heat exchange with the external environment and the reservoir, and self-weight of the structure. The main advantage of the proposed methodology is the possibility of controlling the cracks resulting from thermal tensile stresses in the monolith of a concrete gravity dam, by optimizing the monolith’s length to minimize the zones in which the tensile capacity of concrete is exceeded. The results obtained from the temperature field analysis show that the maximum temperature increase in the dam’s body results from the cement hydration process in combination with summer air temperatures in the construction phase. The aforementioned factors account for the increase in temperature of up to 45.0 ◦C, while during winter cooling of the structure occurs due to lower temperatures, especially in the surface zones. The results of the stress field analysis show that the extreme values of thermal tensile stresses are present in the process of a sudden or gradual cooling of the concrete when shrinkage occurs. Finally, it is shown that the reduction of the monolith length by 5.0 m (from 20.0 m to 15.0 m) results in a decrease in the extreme thermal tensile stress values by an average of 0.70 MPa (up to 12.0%) in winter and an average of 1.10 MPa (up to 20.0%) in summer; while for the entirety of the analyzed time period, results in a decrease in the extreme thermal tensile stress values by an average of 16.0% (0.93 MPa).",
publisher = "MDPI",
journal = "Applied Sciences",
title = "Long-Term Thermal Stress Analysis and Optimization of Contraction Joint Distance of Concrete Gravity Dams",
pages = "8163",
volume = "12",
doi = "10.3390/app12168163"
}

Mirković, U. B., Kuzmanović, V.,& Todorović, G.. (2022). Long-Term Thermal Stress Analysis and Optimization of Contraction Joint Distance of Concrete Gravity Dams. in Applied Sciences
MDPI., 12, 8163.
https://doi.org/10.3390/app12168163

Mirković UB, Kuzmanović V, Todorović G. Long-Term Thermal Stress Analysis and Optimization of Contraction Joint Distance of Concrete Gravity Dams. in Applied Sciences. 2022;12:8163.
doi:10.3390/app12168163 .

Mirković, Uroš B., Kuzmanović, Vladan, Todorović, Goran, "Long-Term Thermal Stress Analysis and Optimization of Contraction Joint Distance of Concrete Gravity Dams" in Applied Sciences, 12 (2022):8163,
https://doi.org/10.3390/app12168163 . .

TY  - CONF
AU  - Mirković, Uroš
AU  - Kuzmanović, Vladan
AU  - Todorović, Goran
PY  - 2021
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/3056
AB  - Rezime:
Termičko ponašanje gravitacionih betonskih brana presudno zavisi od početnih i graničnih uslova, karakteristika mešavine i dimenzija blokova. U radu je prikazan prostorni numerički model za faznu tеrmičku analizu visoke gravitacionе bеtonskе branе. Za usvojеnе dimеnzijе blokova, rеdoslеd bеtoniranja i dinamiku građеnja određivano je tеmpеraturno poljе, uzimajući u obzir toplotu hidratacije betona i sadеjstvujuću stеnsku masu. Na osnovu dobijenih rezultata, dati su zaključci i preporuke za proračun temperaturnog polja kod gravitacionih betonskih brana.
AB  - Summary:
The thermal behavior of concrete gravity dams crucially depends on the initial and boundary conditions, the characteristics of the mixture and the dimensions of the blocks. This paper presents numerical model for transient thermal analysis of a high concrete gravity dam. The temperature field was determined for the predefined dimensions of the blocks and placement schedule, taking into account hydration heat and the surrounding rock mass. Based on the obtained results, conclusions and recommendations for concrete gravity dams thermal analysis are given.
C3  - Zbornik radova sa Simpozijuma DGKS, Aranđelovac, 2020.
T1  - Termička analiza gravitacione betonske brane u fazi izgradnje i eksploatacije
EP  - 425
SP  - 416
UR  - https://hdl.handle.net/21.15107/rcub_grafar_3056
ER  - 

@conference{
author = "Mirković, Uroš and Kuzmanović, Vladan and Todorović, Goran",
year = "2021",
abstract = "Rezime:
Termičko ponašanje gravitacionih betonskih brana presudno zavisi od početnih i graničnih uslova, karakteristika mešavine i dimenzija blokova. U radu je prikazan prostorni numerički model za faznu tеrmičku analizu visoke gravitacionе bеtonskе branе. Za usvojеnе dimеnzijе blokova, rеdoslеd bеtoniranja i dinamiku građеnja određivano je tеmpеraturno poljе, uzimajući u obzir toplotu hidratacije betona i sadеjstvujuću stеnsku masu. Na osnovu dobijenih rezultata, dati su zaključci i preporuke za proračun temperaturnog polja kod gravitacionih betonskih brana., Summary:
The thermal behavior of concrete gravity dams crucially depends on the initial and boundary conditions, the characteristics of the mixture and the dimensions of the blocks. This paper presents numerical model for transient thermal analysis of a high concrete gravity dam. The temperature field was determined for the predefined dimensions of the blocks and placement schedule, taking into account hydration heat and the surrounding rock mass. Based on the obtained results, conclusions and recommendations for concrete gravity dams thermal analysis are given.",
journal = "Zbornik radova sa Simpozijuma DGKS, Aranđelovac, 2020.",
title = "Termička analiza gravitacione betonske brane u fazi izgradnje i eksploatacije",
pages = "425-416",
url = "https://hdl.handle.net/21.15107/rcub_grafar_3056"
}

Mirković, U., Kuzmanović, V.,& Todorović, G.. (2021). Termička analiza gravitacione betonske brane u fazi izgradnje i eksploatacije. in Zbornik radova sa Simpozijuma DGKS, Aranđelovac, 2020., 416-425.
https://hdl.handle.net/21.15107/rcub_grafar_3056

Mirković U, Kuzmanović V, Todorović G. Termička analiza gravitacione betonske brane u fazi izgradnje i eksploatacije. in Zbornik radova sa Simpozijuma DGKS, Aranđelovac, 2020.. 2021;:416-425.
https://hdl.handle.net/21.15107/rcub_grafar_3056 .

Mirković, Uroš, Kuzmanović, Vladan, Todorović, Goran, "Termička analiza gravitacione betonske brane u fazi izgradnje i eksploatacije" in Zbornik radova sa Simpozijuma DGKS, Aranđelovac, 2020. (2021):416-425,
https://hdl.handle.net/21.15107/rcub_grafar_3056 .

TY  - BOOK
AU  - Janković, Ljiljana
AU  - Savić, Ljubodrag
AU  - Đikanović, Vesna
AU  - Plavšić, Jasna
AU  - Kuzmanović, Vladan
AU  - Jovanović, Miodrag
PY  - 2020
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/2427
PB  - Univerzitet u Beogradu, Građevinski fakultet
T2  - Univerzitet u Beogradu, Građevinski fakultet
T1  - Riblje staze
UR  - https://hdl.handle.net/21.15107/rcub_ibiss_4834
ER  - 

@book{
author = "Janković, Ljiljana and Savić, Ljubodrag and Đikanović, Vesna and Plavšić, Jasna and Kuzmanović, Vladan and Jovanović, Miodrag",
year = "2020",
publisher = "Univerzitet u Beogradu, Građevinski fakultet",
journal = "Univerzitet u Beogradu, Građevinski fakultet",
title = "Riblje staze",
url = "https://hdl.handle.net/21.15107/rcub_ibiss_4834"
}

Janković, L., Savić, L., Đikanović, V., Plavšić, J., Kuzmanović, V.,& Jovanović, M.. (2020). Riblje staze. in Univerzitet u Beogradu, Građevinski fakultet
Univerzitet u Beogradu, Građevinski fakultet..
https://hdl.handle.net/21.15107/rcub_ibiss_4834

Janković L, Savić L, Đikanović V, Plavšić J, Kuzmanović V, Jovanović M. Riblje staze. in Univerzitet u Beogradu, Građevinski fakultet. 2020;.
https://hdl.handle.net/21.15107/rcub_ibiss_4834 .

Janković, Ljiljana, Savić, Ljubodrag, Đikanović, Vesna, Plavšić, Jasna, Kuzmanović, Vladan, Jovanović, Miodrag, "Riblje staze" in Univerzitet u Beogradu, Građevinski fakultet (2020),
https://hdl.handle.net/21.15107/rcub_ibiss_4834 .

TY  - JOUR
AU  - Kuzmanović, Vladan
AU  - Savić, Ljubodrag
AU  - Stanić, Miloš
PY  - 2017
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/822
AB  - This paper analyzes the problems of flood control for the tailings-dams reservoirs, having in mind the significant rise of the flow and volume of observed flood waves, and increasingly stringent criteria for safety of high dams. Therefore, it is necessary to revise hydrological data and adopt the updated design criteria. The existing flood control facilities are investigated for the case of the tailings reservoir 'Rudnik', indicating a serious lack of capacity. The possibility of reconstruction of the existing structures, as well as various variants of new flood control facilities are considered. For evaluation of proposed variants, all the relevant aspects are taken into account, and a multi-criteria optimization is performed. The most important criteria are: the dam-safety during the entire period of exploitation, the costs, the available reservoir storage capacity, the capability of efficient phase construction, construction duration, the maintenance and operation conditions, and the value of the outflow discharge. As the most effective solutions have been proposed Variant 1 with the Channel spillway, and Variant 2 with Drop inlet spillway. Preference is given to Variant 1, primarily due to higher safety of the channel spillway.
AB  - U ovom radu analizirani su problemi evakuacije velikih voda iz jalovišnih akumulacija, s obzirom na značajno povećanje proticaja i zapremine talasa merodavnih velikih voda i sve strožije kriterijume sigurnosti visokih brana. Zbog toga je neophodno osavremeniti hidrološke podloge i usvojiti odgovarajuće projektne kriterijume. Na primeru jalovišne akumulacije "Rudnik" analiziran je kapacitet postojećih objekata za evakuaciju velikih voda i pokazan ozbiljan nedostatak propusne moći. Razmatrane su mogućnosti rekonstrukcije postojećeg objekta, kao i razne varijante novih - dodatnih evakuacionih objekata. Prilikom vrednovanja predloženih rešenja uzeti su u obzir svi bitni aspekti, odnosno izvršena je višekriterijumska optimizacija. Najvažniji kriterijumi su: sigurnost brane tokom celog toka ekspolatacije, investiciona vrednost radova, raspoloživa zapremina akumulacije, mogućnost efikasnog faznog izvođenja, trajanje radova, uslovi eksploatacije i održavanja i vrednost izlaznog protoka. Kao najefikasnija rešenja predložene su Varijanta 1 sa Čeonim prelivom i brzotokom i Varijanta 2 sa Modifikovanim šahtnim prelivom, kolektorom i brzotokom. Prednost je data Varijanti 1 pre svega zbog veće sigurnosti rešenja sa čeonim prelivom i brzotokom.
PB  - Jugoslovensko društvo za odvodnjavanje i navodnjavanje, Beograd
T2  - Vodoprivreda
T1  - Flood control of tailings-dam reservoirs
T1  - Problemi evakuacije velikih voda iz jalovišnih akumulacija
EP  - 81
IS  - 1-3
SP  - 67
VL  - 49
UR  - https://hdl.handle.net/21.15107/rcub_grafar_822
ER  - 

@article{
author = "Kuzmanović, Vladan and Savić, Ljubodrag and Stanić, Miloš",
year = "2017",
abstract = "This paper analyzes the problems of flood control for the tailings-dams reservoirs, having in mind the significant rise of the flow and volume of observed flood waves, and increasingly stringent criteria for safety of high dams. Therefore, it is necessary to revise hydrological data and adopt the updated design criteria. The existing flood control facilities are investigated for the case of the tailings reservoir 'Rudnik', indicating a serious lack of capacity. The possibility of reconstruction of the existing structures, as well as various variants of new flood control facilities are considered. For evaluation of proposed variants, all the relevant aspects are taken into account, and a multi-criteria optimization is performed. The most important criteria are: the dam-safety during the entire period of exploitation, the costs, the available reservoir storage capacity, the capability of efficient phase construction, construction duration, the maintenance and operation conditions, and the value of the outflow discharge. As the most effective solutions have been proposed Variant 1 with the Channel spillway, and Variant 2 with Drop inlet spillway. Preference is given to Variant 1, primarily due to higher safety of the channel spillway., U ovom radu analizirani su problemi evakuacije velikih voda iz jalovišnih akumulacija, s obzirom na značajno povećanje proticaja i zapremine talasa merodavnih velikih voda i sve strožije kriterijume sigurnosti visokih brana. Zbog toga je neophodno osavremeniti hidrološke podloge i usvojiti odgovarajuće projektne kriterijume. Na primeru jalovišne akumulacije "Rudnik" analiziran je kapacitet postojećih objekata za evakuaciju velikih voda i pokazan ozbiljan nedostatak propusne moći. Razmatrane su mogućnosti rekonstrukcije postojećeg objekta, kao i razne varijante novih - dodatnih evakuacionih objekata. Prilikom vrednovanja predloženih rešenja uzeti su u obzir svi bitni aspekti, odnosno izvršena je višekriterijumska optimizacija. Najvažniji kriterijumi su: sigurnost brane tokom celog toka ekspolatacije, investiciona vrednost radova, raspoloživa zapremina akumulacije, mogućnost efikasnog faznog izvođenja, trajanje radova, uslovi eksploatacije i održavanja i vrednost izlaznog protoka. Kao najefikasnija rešenja predložene su Varijanta 1 sa Čeonim prelivom i brzotokom i Varijanta 2 sa Modifikovanim šahtnim prelivom, kolektorom i brzotokom. Prednost je data Varijanti 1 pre svega zbog veće sigurnosti rešenja sa čeonim prelivom i brzotokom.",
publisher = "Jugoslovensko društvo za odvodnjavanje i navodnjavanje, Beograd",
journal = "Vodoprivreda",
title = "Flood control of tailings-dam reservoirs, Problemi evakuacije velikih voda iz jalovišnih akumulacija",
pages = "81-67",
number = "1-3",
volume = "49",
url = "https://hdl.handle.net/21.15107/rcub_grafar_822"
}

Kuzmanović, V., Savić, L.,& Stanić, M.. (2017). Flood control of tailings-dam reservoirs. in Vodoprivreda
Jugoslovensko društvo za odvodnjavanje i navodnjavanje, Beograd., 49(1-3), 67-81.
https://hdl.handle.net/21.15107/rcub_grafar_822

Kuzmanović V, Savić L, Stanić M. Flood control of tailings-dam reservoirs. in Vodoprivreda. 2017;49(1-3):67-81.
https://hdl.handle.net/21.15107/rcub_grafar_822 .

Kuzmanović, Vladan, Savić, Ljubodrag, Stanić, Miloš, "Flood control of tailings-dam reservoirs" in Vodoprivreda, 49, no. 1-3 (2017):67-81,
https://hdl.handle.net/21.15107/rcub_grafar_822 .

TY  - CONF
AU  - Muganda, Anna Ingaitsa
AU  - Milovanović, Bojan
AU  - Kuzmanović, Vladan
AU  - Savić, Ljubodrag
PY  - 2017
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/1571
AB  - This paper analyzes Zangar's method for calculation of seismic hydrodynamic loads acting at the inclined contour of a concrete gravity dam. Different numerical models are compared with the procedure proposed by Zangar, and the regression formula that eliminates the observed discrepancies is proposed.
PB  - Građevinski fakultet, Subotica
C3  - Zbornik radova Građevinskog fakulteta
T1  - Calculation of vertical seismic hydrodinamic loads
T1  - Proračun vertikalnih seizmičkih hidrodinamičkih uticaja
EP  - 600
SP  - 593
VL  - 33
DO  - 10.14415/konferencijaGFS2017.063
ER  - 

@conference{
author = "Muganda, Anna Ingaitsa and Milovanović, Bojan and Kuzmanović, Vladan and Savić, Ljubodrag",
year = "2017",
abstract = "This paper analyzes Zangar's method for calculation of seismic hydrodynamic loads acting at the inclined contour of a concrete gravity dam. Different numerical models are compared with the procedure proposed by Zangar, and the regression formula that eliminates the observed discrepancies is proposed.",
publisher = "Građevinski fakultet, Subotica",
journal = "Zbornik radova Građevinskog fakulteta",
title = "Calculation of vertical seismic hydrodinamic loads, Proračun vertikalnih seizmičkih hidrodinamičkih uticaja",
pages = "600-593",
volume = "33",
doi = "10.14415/konferencijaGFS2017.063"
}

Muganda, A. I., Milovanović, B., Kuzmanović, V.,& Savić, L.. (2017). Calculation of vertical seismic hydrodinamic loads. in Zbornik radova Građevinskog fakulteta
Građevinski fakultet, Subotica., 33, 593-600.
https://doi.org/10.14415/konferencijaGFS2017.063

Muganda AI, Milovanović B, Kuzmanović V, Savić L. Calculation of vertical seismic hydrodinamic loads. in Zbornik radova Građevinskog fakulteta. 2017;33:593-600.
doi:10.14415/konferencijaGFS2017.063 .

Muganda, Anna Ingaitsa, Milovanović, Bojan, Kuzmanović, Vladan, Savić, Ljubodrag, "Calculation of vertical seismic hydrodinamic loads" in Zbornik radova Građevinskog fakulteta, 33 (2017):593-600,
https://doi.org/10.14415/konferencijaGFS2017.063 . .

TY  - JOUR
AU  - Milovanović, Bojan
AU  - Muganda-Ingaitsa, Anna
AU  - Kuzmanović, Vladan
AU  - Savić, Ljubodrag
PY  - 2017
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/823
AB  - Zangar's method for computation of seismic hydrodynamic loads acting at the inclined contour of a concrete gravity dam, has been reconsidered. Several numerical models are compared with the procedure recommended by Zangar, and a new regression formula is proposed, that eliminates the observed discrepancies.
AB  - Analizirana je Zangarova metoda za proračun seizmičkih hidrodinamičkih opterećenja na vertikalnu i kosu konturu betonske gravitacione brane. Uočena su znatna odstupanja konvencionalnog Zangarovog postupka od tačnog rešenja dobijenog analitičkom integracijom Zangarovih eksperimentalnih krivih. Predloženi su jenostavni regresioni izrazi za proračun seizmičke sile i momenata savijanja, koji veoma dobro aproksimiraju analitičko rešenje.
PB  - Jugoslovensko društvo za odvodnjavanje i navodnjavanje, Beograd
T2  - Vodoprivreda
T1  - Seismic hydrodynamic load analysis
T1  - Proračun seizmičkih hidrodinamičkih opterećenja
EP  - 231
IS  - 4-6
SP  - 225
VL  - 49
UR  - https://hdl.handle.net/21.15107/rcub_grafar_823
ER  - 

@article{
author = "Milovanović, Bojan and Muganda-Ingaitsa, Anna and Kuzmanović, Vladan and Savić, Ljubodrag",
year = "2017",
abstract = "Zangar's method for computation of seismic hydrodynamic loads acting at the inclined contour of a concrete gravity dam, has been reconsidered. Several numerical models are compared with the procedure recommended by Zangar, and a new regression formula is proposed, that eliminates the observed discrepancies., Analizirana je Zangarova metoda za proračun seizmičkih hidrodinamičkih opterećenja na vertikalnu i kosu konturu betonske gravitacione brane. Uočena su znatna odstupanja konvencionalnog Zangarovog postupka od tačnog rešenja dobijenog analitičkom integracijom Zangarovih eksperimentalnih krivih. Predloženi su jenostavni regresioni izrazi za proračun seizmičke sile i momenata savijanja, koji veoma dobro aproksimiraju analitičko rešenje.",
publisher = "Jugoslovensko društvo za odvodnjavanje i navodnjavanje, Beograd",
journal = "Vodoprivreda",
title = "Seismic hydrodynamic load analysis, Proračun seizmičkih hidrodinamičkih opterećenja",
pages = "231-225",
number = "4-6",
volume = "49",
url = "https://hdl.handle.net/21.15107/rcub_grafar_823"
}

Milovanović, B., Muganda-Ingaitsa, A., Kuzmanović, V.,& Savić, L.. (2017). Seismic hydrodynamic load analysis. in Vodoprivreda
Jugoslovensko društvo za odvodnjavanje i navodnjavanje, Beograd., 49(4-6), 225-231.
https://hdl.handle.net/21.15107/rcub_grafar_823

Milovanović B, Muganda-Ingaitsa A, Kuzmanović V, Savić L. Seismic hydrodynamic load analysis. in Vodoprivreda. 2017;49(4-6):225-231.
https://hdl.handle.net/21.15107/rcub_grafar_823 .

Milovanović, Bojan, Muganda-Ingaitsa, Anna, Kuzmanović, Vladan, Savić, Ljubodrag, "Seismic hydrodynamic load analysis" in Vodoprivreda, 49, no. 4-6 (2017):225-231,
https://hdl.handle.net/21.15107/rcub_grafar_823 .

TY  - CONF
AU  - Josipović, Jovana
AU  - Aškrabić, Marina
AU  - Kuzmanović, Vladan
AU  - Mirković, Milica
AU  - Petojević, Zorana
AU  - Gospavić, Radovan
AU  - Todorović, Goran
PY  - 2016
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/1504
AB  - In this paper, the data for the observed temperatures (of the air, body of the dam and water in the reservoir), for "Bajina Bašta" Dam, during the 20-years period, are presented. The data were used to predict the unsteady temperature field in the reservoir, based on the Bofang model for analytical ralationship between the temperature, time and reservoir depth. Obtained temperature diagrams present a usefull tool for assesing the thermal-stress field and the safety of the dam.
PB  - Građevinski fakultet, Subotica
C3  - Zbornik radova 4. međunarodne konferencije Savremena dostignuća u građevinarstvu 2016
T1  - Temperature variation of "Bajina Bašta" dam between 1995-2015
T1  - Temperature u brani i akumulaciji "Bajina Bašta" u periodu 1995-2015
EP  - 698
SP  - 689
VL  - 32
DO  - 10.14415/konferencijaGFS2016.070
ER  - 

@conference{
author = "Josipović, Jovana and Aškrabić, Marina and Kuzmanović, Vladan and Mirković, Milica and Petojević, Zorana and Gospavić, Radovan and Todorović, Goran",
year = "2016",
abstract = "In this paper, the data for the observed temperatures (of the air, body of the dam and water in the reservoir), for "Bajina Bašta" Dam, during the 20-years period, are presented. The data were used to predict the unsteady temperature field in the reservoir, based on the Bofang model for analytical ralationship between the temperature, time and reservoir depth. Obtained temperature diagrams present a usefull tool for assesing the thermal-stress field and the safety of the dam.",
publisher = "Građevinski fakultet, Subotica",
journal = "Zbornik radova 4. međunarodne konferencije Savremena dostignuća u građevinarstvu 2016",
title = "Temperature variation of "Bajina Bašta" dam between 1995-2015, Temperature u brani i akumulaciji "Bajina Bašta" u periodu 1995-2015",
pages = "698-689",
volume = "32",
doi = "10.14415/konferencijaGFS2016.070"
}

Josipović, J., Aškrabić, M., Kuzmanović, V., Mirković, M., Petojević, Z., Gospavić, R.,& Todorović, G.. (2016). Temperature variation of "Bajina Bašta" dam between 1995-2015. in Zbornik radova 4. međunarodne konferencije Savremena dostignuća u građevinarstvu 2016
Građevinski fakultet, Subotica., 32, 689-698.
https://doi.org/10.14415/konferencijaGFS2016.070

Josipović J, Aškrabić M, Kuzmanović V, Mirković M, Petojević Z, Gospavić R, Todorović G. Temperature variation of "Bajina Bašta" dam between 1995-2015. in Zbornik radova 4. međunarodne konferencije Savremena dostignuća u građevinarstvu 2016. 2016;32:689-698.
doi:10.14415/konferencijaGFS2016.070 .

Josipović, Jovana, Aškrabić, Marina, Kuzmanović, Vladan, Mirković, Milica, Petojević, Zorana, Gospavić, Radovan, Todorović, Goran, "Temperature variation of "Bajina Bašta" dam between 1995-2015" in Zbornik radova 4. međunarodne konferencije Savremena dostignuća u građevinarstvu 2016, 32 (2016):689-698,
https://doi.org/10.14415/konferencijaGFS2016.070 . .

TY  - CONF
AU  - Josipović, Jovana
AU  - Milovanović, B.
AU  - Kuzmanović, V.
AU  - Savić, Lj.
PY  - 2016
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/1413
PB  - Univerzitet u Beogradu, Građevinski fakultet, Beograd
C3  - Zbornik radova 17. naučnog savetovanja Srpskog društva za hidraulička istraživanja i Srpskog društva za hidrologiju
T1  - Analiza opterećenja od uzgona za branu "Bajina Bašta" na osnovu podataka osmatranja
UR  - https://hdl.handle.net/21.15107/rcub_grafar_1413
ER  - 

@conference{
author = "Josipović, Jovana and Milovanović, B. and Kuzmanović, V. and Savić, Lj.",
year = "2016",
publisher = "Univerzitet u Beogradu, Građevinski fakultet, Beograd",
journal = "Zbornik radova 17. naučnog savetovanja Srpskog društva za hidraulička istraživanja i Srpskog društva za hidrologiju",
title = "Analiza opterećenja od uzgona za branu "Bajina Bašta" na osnovu podataka osmatranja",
url = "https://hdl.handle.net/21.15107/rcub_grafar_1413"
}

Josipović, J., Milovanović, B., Kuzmanović, V.,& Savić, Lj.. (2016). Analiza opterećenja od uzgona za branu "Bajina Bašta" na osnovu podataka osmatranja. in Zbornik radova 17. naučnog savetovanja Srpskog društva za hidraulička istraživanja i Srpskog društva za hidrologiju
Univerzitet u Beogradu, Građevinski fakultet, Beograd..
https://hdl.handle.net/21.15107/rcub_grafar_1413

Josipović J, Milovanović B, Kuzmanović V, Savić L. Analiza opterećenja od uzgona za branu "Bajina Bašta" na osnovu podataka osmatranja. in Zbornik radova 17. naučnog savetovanja Srpskog društva za hidraulička istraživanja i Srpskog društva za hidrologiju. 2016;.
https://hdl.handle.net/21.15107/rcub_grafar_1413 .

Josipović, Jovana, Milovanović, B., Kuzmanović, V., Savić, Lj., "Analiza opterećenja od uzgona za branu "Bajina Bašta" na osnovu podataka osmatranja" in Zbornik radova 17. naučnog savetovanja Srpskog društva za hidraulička istraživanja i Srpskog društva za hidrologiju (2016),
https://hdl.handle.net/21.15107/rcub_grafar_1413 .

TY  - CONF
AU  - Milovanović, Bojan
AU  - Zindović, Budo
AU  - Vojt, Predrag
AU  - Kapor, Radomir
AU  - Kuzmanović, Vladan
AU  - Savić, Ljubodrag
PY  - 2016
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/1487
PB  - Univerzitet u Beogradu, Građevinski fakultet, Beograd
C3  - Zbornik radova 17. naučnog savetovanja Srpskog društva za hidraulička istraživanja i Srpskog društva za hidrologiju, Vršac, 5-6. oktobar 2015.
T1  - Zavisnost hidrodinamičkih pritisaka u slapištu od suženja stepenastog brzotoka
EP  - 263
SP  - 254
UR  - https://hdl.handle.net/21.15107/rcub_grafar_1487
ER  - 

@conference{
author = "Milovanović, Bojan and Zindović, Budo and Vojt, Predrag and Kapor, Radomir and Kuzmanović, Vladan and Savić, Ljubodrag",
year = "2016",
publisher = "Univerzitet u Beogradu, Građevinski fakultet, Beograd",
journal = "Zbornik radova 17. naučnog savetovanja Srpskog društva za hidraulička istraživanja i Srpskog društva za hidrologiju, Vršac, 5-6. oktobar 2015.",
title = "Zavisnost hidrodinamičkih pritisaka u slapištu od suženja stepenastog brzotoka",
pages = "263-254",
url = "https://hdl.handle.net/21.15107/rcub_grafar_1487"
}

Milovanović, B., Zindović, B., Vojt, P., Kapor, R., Kuzmanović, V.,& Savić, L.. (2016). Zavisnost hidrodinamičkih pritisaka u slapištu od suženja stepenastog brzotoka. in Zbornik radova 17. naučnog savetovanja Srpskog društva za hidraulička istraživanja i Srpskog društva za hidrologiju, Vršac, 5-6. oktobar 2015.
Univerzitet u Beogradu, Građevinski fakultet, Beograd., 254-263.
https://hdl.handle.net/21.15107/rcub_grafar_1487

Milovanović B, Zindović B, Vojt P, Kapor R, Kuzmanović V, Savić L. Zavisnost hidrodinamičkih pritisaka u slapištu od suženja stepenastog brzotoka. in Zbornik radova 17. naučnog savetovanja Srpskog društva za hidraulička istraživanja i Srpskog društva za hidrologiju, Vršac, 5-6. oktobar 2015.. 2016;:254-263.
https://hdl.handle.net/21.15107/rcub_grafar_1487 .

Milovanović, Bojan, Zindović, Budo, Vojt, Predrag, Kapor, Radomir, Kuzmanović, Vladan, Savić, Ljubodrag, "Zavisnost hidrodinamičkih pritisaka u slapištu od suženja stepenastog brzotoka" in Zbornik radova 17. naučnog savetovanja Srpskog društva za hidraulička istraživanja i Srpskog društva za hidrologiju, Vršac, 5-6. oktobar 2015. (2016):254-263,
https://hdl.handle.net/21.15107/rcub_grafar_1487 .

TY  - CONF
AU  - Josipović, Jovana
AU  - Milovanović, Bojan
AU  - Kuzmanović, Vladan
AU  - Kapor, Radomir
AU  - Savić, Ljubodrag
AU  - Zindović, Budo
PY  - 2016
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/1439
AB  - Sensitivity of the hydrodynamic-load measurements on physical models depending on the sampling frequency and duration is considered. The hydrodynamicload data were obtained from the stilling basin physical models at the hydraulic laboratories of "Jaroslav Cerni" Water Resources Institute, and Faculty of Civil Engineering, University of Belgrade. Based on the results of this research, an optimization strategy for the future experiments is proposed.
PB  - Građevinski fakultet, Subotica
C3  - Zbornik radova 4. Međunarodne konferencije Savremena dostignuća u građevinarstvu 2016
T1  - Frequency and duration of hydrodinamic load sampling in the stilling basin
T1  - Analiza učestalosti i trajanja uzorkovanja hidrodinamičkog opterećenja na fizičkom modelu
EP  - 708
SP  - 699
DO  - 10.14415/konferencijaGFS
ER  - 

@conference{
author = "Josipović, Jovana and Milovanović, Bojan and Kuzmanović, Vladan and Kapor, Radomir and Savić, Ljubodrag and Zindović, Budo",
year = "2016",
abstract = "Sensitivity of the hydrodynamic-load measurements on physical models depending on the sampling frequency and duration is considered. The hydrodynamicload data were obtained from the stilling basin physical models at the hydraulic laboratories of "Jaroslav Cerni" Water Resources Institute, and Faculty of Civil Engineering, University of Belgrade. Based on the results of this research, an optimization strategy for the future experiments is proposed.",
publisher = "Građevinski fakultet, Subotica",
journal = "Zbornik radova 4. Međunarodne konferencije Savremena dostignuća u građevinarstvu 2016",
title = "Frequency and duration of hydrodinamic load sampling in the stilling basin, Analiza učestalosti i trajanja uzorkovanja hidrodinamičkog opterećenja na fizičkom modelu",
pages = "708-699",
doi = "10.14415/konferencijaGFS"
}

Josipović, J., Milovanović, B., Kuzmanović, V., Kapor, R., Savić, L.,& Zindović, B.. (2016). Frequency and duration of hydrodinamic load sampling in the stilling basin. in Zbornik radova 4. Međunarodne konferencije Savremena dostignuća u građevinarstvu 2016
Građevinski fakultet, Subotica., 699-708.
https://doi.org/10.14415/konferencijaGFS

Josipović J, Milovanović B, Kuzmanović V, Kapor R, Savić L, Zindović B. Frequency and duration of hydrodinamic load sampling in the stilling basin. in Zbornik radova 4. Međunarodne konferencije Savremena dostignuća u građevinarstvu 2016. 2016;:699-708.
doi:10.14415/konferencijaGFS .

Josipović, Jovana, Milovanović, Bojan, Kuzmanović, Vladan, Kapor, Radomir, Savić, Ljubodrag, Zindović, Budo, "Frequency and duration of hydrodinamic load sampling in the stilling basin" in Zbornik radova 4. Međunarodne konferencije Savremena dostignuća u građevinarstvu 2016 (2016):699-708,
https://doi.org/10.14415/konferencijaGFS . .

TY  - CONF
AU  - Milovanović, B.
AU  - Zindović, Budo
AU  - Vojt, Predrag
AU  - Kapor, Radomir
AU  - Kuzmanović, Vladan
AU  - Savić, Ljubodrag
PY  - 2016
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/1453
PB  - Univerzitet u Beogradu, Građevinski fakultet, Beograd
C3  - Zbornik radova 17. naučnog savetovanja Srpskog društva za hidraulička istraživanja i Srpskog društva za hidrologiju
T1  - Zavisnost hidrodinamičkih pritisaka u slapištu od veličine stepenika stepenastog brzotoka
UR  - https://hdl.handle.net/21.15107/rcub_grafar_1453
ER  - 

@conference{
author = "Milovanović, B. and Zindović, Budo and Vojt, Predrag and Kapor, Radomir and Kuzmanović, Vladan and Savić, Ljubodrag",
year = "2016",
publisher = "Univerzitet u Beogradu, Građevinski fakultet, Beograd",
journal = "Zbornik radova 17. naučnog savetovanja Srpskog društva za hidraulička istraživanja i Srpskog društva za hidrologiju",
title = "Zavisnost hidrodinamičkih pritisaka u slapištu od veličine stepenika stepenastog brzotoka",
url = "https://hdl.handle.net/21.15107/rcub_grafar_1453"
}

Milovanović, B., Zindović, B., Vojt, P., Kapor, R., Kuzmanović, V.,& Savić, L.. (2016). Zavisnost hidrodinamičkih pritisaka u slapištu od veličine stepenika stepenastog brzotoka. in Zbornik radova 17. naučnog savetovanja Srpskog društva za hidraulička istraživanja i Srpskog društva za hidrologiju
Univerzitet u Beogradu, Građevinski fakultet, Beograd..
https://hdl.handle.net/21.15107/rcub_grafar_1453

Milovanović B, Zindović B, Vojt P, Kapor R, Kuzmanović V, Savić L. Zavisnost hidrodinamičkih pritisaka u slapištu od veličine stepenika stepenastog brzotoka. in Zbornik radova 17. naučnog savetovanja Srpskog društva za hidraulička istraživanja i Srpskog društva za hidrologiju. 2016;.
https://hdl.handle.net/21.15107/rcub_grafar_1453 .

Milovanović, B., Zindović, Budo, Vojt, Predrag, Kapor, Radomir, Kuzmanović, Vladan, Savić, Ljubodrag, "Zavisnost hidrodinamičkih pritisaka u slapištu od veličine stepenika stepenastog brzotoka" in Zbornik radova 17. naučnog savetovanja Srpskog društva za hidraulička istraživanja i Srpskog društva za hidrologiju (2016),
https://hdl.handle.net/21.15107/rcub_grafar_1453 .

TY  - CONF
AU  - Kuzmanović, Vladan
AU  - Koković, Veljko
AU  - Spremić, Milan
PY  - 2016
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/1364
PB  - Univerzitet Crne Gore, Građevinski fakultet, Podgorica
C3  - Zbornik radova / Šesti Internacionalni naučno-stručni skup Građevinarstvo - nauka i praksa, Žabljak, 7-11. 03. 2016.
T1  - Revitalization of Zvornik Hydropower Plant
UR  - https://hdl.handle.net/21.15107/rcub_grafar_1364
ER  - 

@conference{
author = "Kuzmanović, Vladan and Koković, Veljko and Spremić, Milan",
year = "2016",
publisher = "Univerzitet Crne Gore, Građevinski fakultet, Podgorica",
journal = "Zbornik radova / Šesti Internacionalni naučno-stručni skup Građevinarstvo - nauka i praksa, Žabljak, 7-11. 03. 2016.",
title = "Revitalization of Zvornik Hydropower Plant",
url = "https://hdl.handle.net/21.15107/rcub_grafar_1364"
}

Kuzmanović, V., Koković, V.,& Spremić, M.. (2016). Revitalization of Zvornik Hydropower Plant. in Zbornik radova / Šesti Internacionalni naučno-stručni skup Građevinarstvo - nauka i praksa, Žabljak, 7-11. 03. 2016.
Univerzitet Crne Gore, Građevinski fakultet, Podgorica..
https://hdl.handle.net/21.15107/rcub_grafar_1364

Kuzmanović V, Koković V, Spremić M. Revitalization of Zvornik Hydropower Plant. in Zbornik radova / Šesti Internacionalni naučno-stručni skup Građevinarstvo - nauka i praksa, Žabljak, 7-11. 03. 2016.. 2016;.
https://hdl.handle.net/21.15107/rcub_grafar_1364 .

Kuzmanović, Vladan, Koković, Veljko, Spremić, Milan, "Revitalization of Zvornik Hydropower Plant" in Zbornik radova / Šesti Internacionalni naučno-stručni skup Građevinarstvo - nauka i praksa, Žabljak, 7-11. 03. 2016. (2016),
https://hdl.handle.net/21.15107/rcub_grafar_1364 .

TY  - CONF
AU  - Kuzmanović, Vladan
AU  - Koković, Veljko
AU  - Spremić, Milan
PY  - 2016
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/1460
AB  - Sixty years after the construction of HPP Zvornik, revitalization of the agregate A1 began. An increase in the installed capacity is provided by the water flow rate rise and the replacement of turbine generators. To make this possible, it is necessary to modify the geometry of the tube cone below the unit. Civil engineering part of the reconstruction works includes: dismantling of the existing steel tube cone lining, removal of the surrounding secondary concrete, assembling the new steel draft tube cone and connecting it with the existing dam concrete structure.
PB  - Društvo građevinskih konstruktera Srbije, Beograd
C3  - Zbornik radova / Društvо građevinskih konstruktera Srbije, Simpozijum 2016, 15-17. septembar, Zlatibor
T1  - Revitalization of "Zvornik" Hydropower Plamt
T1  - Rekonstrukcija sifona u hidroelektrani „Zvornik“
EP  - 990
SP  - 983
UR  - https://hdl.handle.net/21.15107/rcub_grafar_1460
ER  - 

@conference{
author = "Kuzmanović, Vladan and Koković, Veljko and Spremić, Milan",
year = "2016",
abstract = "Sixty years after the construction of HPP Zvornik, revitalization of the agregate A1 began. An increase in the installed capacity is provided by the water flow rate rise and the replacement of turbine generators. To make this possible, it is necessary to modify the geometry of the tube cone below the unit. Civil engineering part of the reconstruction works includes: dismantling of the existing steel tube cone lining, removal of the surrounding secondary concrete, assembling the new steel draft tube cone and connecting it with the existing dam concrete structure.",
publisher = "Društvo građevinskih konstruktera Srbije, Beograd",
journal = "Zbornik radova / Društvо građevinskih konstruktera Srbije, Simpozijum 2016, 15-17. septembar, Zlatibor",
title = "Revitalization of "Zvornik" Hydropower Plamt, Rekonstrukcija sifona u hidroelektrani „Zvornik“",
pages = "990-983",
url = "https://hdl.handle.net/21.15107/rcub_grafar_1460"
}

Kuzmanović, V., Koković, V.,& Spremić, M.. (2016). Revitalization of "Zvornik" Hydropower Plamt. in Zbornik radova / Društvо građevinskih konstruktera Srbije, Simpozijum 2016, 15-17. septembar, Zlatibor
Društvo građevinskih konstruktera Srbije, Beograd., 983-990.
https://hdl.handle.net/21.15107/rcub_grafar_1460

Kuzmanović V, Koković V, Spremić M. Revitalization of "Zvornik" Hydropower Plamt. in Zbornik radova / Društvо građevinskih konstruktera Srbije, Simpozijum 2016, 15-17. septembar, Zlatibor. 2016;:983-990.
https://hdl.handle.net/21.15107/rcub_grafar_1460 .

Kuzmanović, Vladan, Koković, Veljko, Spremić, Milan, "Revitalization of "Zvornik" Hydropower Plamt" in Zbornik radova / Društvо građevinskih konstruktera Srbije, Simpozijum 2016, 15-17. septembar, Zlatibor (2016):983-990,
https://hdl.handle.net/21.15107/rcub_grafar_1460 .

TY  - CONF
AU  - Vukićević, Mirjana
AU  - Kuzmanović, Vladan
AU  - Marjanović, Miloš
AU  - Pujević, Veljko
PY  - 2015
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/1349
AB  - This paper presents the determination of the geotechnical conditions for repair of steam boiler shallow foundation in the boiler room of the factory "Galenika", Zemun, due to the differential foundation settlements. The analysis of the causes of the problem, the program and the results of field and laboratory geotechnical testings, as well as the repair solution, are presented.
AB  - U radu je prikazano određivanje geotehničkih uslova sanacije plitkog temelja parnog kotla u kotlarnici fabrike Galenika u Zemunu usled pojave neravnomernih sleganja. Opisana je analiza uzroka problema, program i rezultati terenskih i laboratorijskih ispitivanja i usvojeno rešenje sanacije.
PB  - Građevinski fakultet, Subotica
C3  - Zbornik radova međunarodne konferencije Savremena dostignuća u građevinarstvu 2015
T1  - Geotechnical conditions for repair of boiler foundation in „Galenika“ factory
T1  - Geotehnički uslovi sanacije temelja kotla u fabrici "Galenika" u Zemunu
EP  - 441
SP  - 435
VL  - 31
DO  - 10.14415/konferencijaGFS2015.055
ER  - 

@conference{
author = "Vukićević, Mirjana and Kuzmanović, Vladan and Marjanović, Miloš and Pujević, Veljko",
year = "2015",
abstract = "This paper presents the determination of the geotechnical conditions for repair of steam boiler shallow foundation in the boiler room of the factory "Galenika", Zemun, due to the differential foundation settlements. The analysis of the causes of the problem, the program and the results of field and laboratory geotechnical testings, as well as the repair solution, are presented., U radu je prikazano određivanje geotehničkih uslova sanacije plitkog temelja parnog kotla u kotlarnici fabrike Galenika u Zemunu usled pojave neravnomernih sleganja. Opisana je analiza uzroka problema, program i rezultati terenskih i laboratorijskih ispitivanja i usvojeno rešenje sanacije.",
publisher = "Građevinski fakultet, Subotica",
journal = "Zbornik radova međunarodne konferencije Savremena dostignuća u građevinarstvu 2015",
title = "Geotechnical conditions for repair of boiler foundation in „Galenika“ factory, Geotehnički uslovi sanacije temelja kotla u fabrici "Galenika" u Zemunu",
pages = "441-435",
volume = "31",
doi = "10.14415/konferencijaGFS2015.055"
}

Vukićević, M., Kuzmanović, V., Marjanović, M.,& Pujević, V.. (2015). Geotechnical conditions for repair of boiler foundation in „Galenika“ factory. in Zbornik radova međunarodne konferencije Savremena dostignuća u građevinarstvu 2015
Građevinski fakultet, Subotica., 31, 435-441.
https://doi.org/10.14415/konferencijaGFS2015.055

Vukićević M, Kuzmanović V, Marjanović M, Pujević V. Geotechnical conditions for repair of boiler foundation in „Galenika“ factory. in Zbornik radova međunarodne konferencije Savremena dostignuća u građevinarstvu 2015. 2015;31:435-441.
doi:10.14415/konferencijaGFS2015.055 .

Vukićević, Mirjana, Kuzmanović, Vladan, Marjanović, Miloš, Pujević, Veljko, "Geotechnical conditions for repair of boiler foundation in „Galenika“ factory" in Zbornik radova međunarodne konferencije Savremena dostignuća u građevinarstvu 2015, 31 (2015):435-441,
https://doi.org/10.14415/konferencijaGFS2015.055 . .

TY  - CONF
AU  - Radević, Aleksandar
AU  - Kuzmanović, Vladan
AU  - Mišković, Zoran
PY  - 2015
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/1293
PB  - Macedonian Association of Structural Engineers, Skopje
C3  - Contemporary Structures - Sustainable Development, Book of Abstracts of the 16th International Symposium of MASE
T1  - Influence of vibrations during concrete setting on its physical and mechanical properties
EP  - 381
SP  - 371
UR  - https://hdl.handle.net/21.15107/rcub_grafar_1293
ER  - 

@conference{
author = "Radević, Aleksandar and Kuzmanović, Vladan and Mišković, Zoran",
year = "2015",
publisher = "Macedonian Association of Structural Engineers, Skopje",
journal = "Contemporary Structures - Sustainable Development, Book of Abstracts of the 16th International Symposium of MASE",
title = "Influence of vibrations during concrete setting on its physical and mechanical properties",
pages = "381-371",
url = "https://hdl.handle.net/21.15107/rcub_grafar_1293"
}

Radević, A., Kuzmanović, V.,& Mišković, Z.. (2015). Influence of vibrations during concrete setting on its physical and mechanical properties. in Contemporary Structures - Sustainable Development, Book of Abstracts of the 16th International Symposium of MASE
Macedonian Association of Structural Engineers, Skopje., 371-381.
https://hdl.handle.net/21.15107/rcub_grafar_1293

Radević A, Kuzmanović V, Mišković Z. Influence of vibrations during concrete setting on its physical and mechanical properties. in Contemporary Structures - Sustainable Development, Book of Abstracts of the 16th International Symposium of MASE. 2015;:371-381.
https://hdl.handle.net/21.15107/rcub_grafar_1293 .

Radević, Aleksandar, Kuzmanović, Vladan, Mišković, Zoran, "Influence of vibrations during concrete setting on its physical and mechanical properties" in Contemporary Structures - Sustainable Development, Book of Abstracts of the 16th International Symposium of MASE (2015):371-381,
https://hdl.handle.net/21.15107/rcub_grafar_1293 .

TY  - CONF
AU  - Milovanović, Bojan
AU  - Zindović, Budo
AU  - Stojnić, Ivan
AU  - Vojt, Predrag
AU  - Kapor, Radomir
AU  - Savić, Ljubodrag
AU  - Kuzmanović, Vladan
PY  - 2015
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/1355
PB  - Građevinski fakultet, Subotica
C3  - 3. Međunarodna konferencija Savremena dostignuća u građevinarstvu, Subotica, 24. april 2015.
T1  - Distribution of Hydrodynamic Load in the Stilling Basin
T1  - Zavisnost hidrodinamičkog opterećenja slapišta od protoka i nivoa donje vode
EP  - 549
SP  - 543
VL  - 31
DO  - 10.14415/konferencijaGFS2015.067
ER  - 

@conference{
author = "Milovanović, Bojan and Zindović, Budo and Stojnić, Ivan and Vojt, Predrag and Kapor, Radomir and Savić, Ljubodrag and Kuzmanović, Vladan",
year = "2015",
publisher = "Građevinski fakultet, Subotica",
journal = "3. Međunarodna konferencija Savremena dostignuća u građevinarstvu, Subotica, 24. april 2015.",
title = "Distribution of Hydrodynamic Load in the Stilling Basin, Zavisnost hidrodinamičkog opterećenja slapišta od protoka i nivoa donje vode",
pages = "549-543",
volume = "31",
doi = "10.14415/konferencijaGFS2015.067"
}

Milovanović, B., Zindović, B., Stojnić, I., Vojt, P., Kapor, R., Savić, L.,& Kuzmanović, V.. (2015). Distribution of Hydrodynamic Load in the Stilling Basin. in 3. Međunarodna konferencija Savremena dostignuća u građevinarstvu, Subotica, 24. april 2015.
Građevinski fakultet, Subotica., 31, 543-549.
https://doi.org/10.14415/konferencijaGFS2015.067

Milovanović B, Zindović B, Stojnić I, Vojt P, Kapor R, Savić L, Kuzmanović V. Distribution of Hydrodynamic Load in the Stilling Basin. in 3. Međunarodna konferencija Savremena dostignuća u građevinarstvu, Subotica, 24. april 2015.. 2015;31:543-549.
doi:10.14415/konferencijaGFS2015.067 .

Milovanović, Bojan, Zindović, Budo, Stojnić, Ivan, Vojt, Predrag, Kapor, Radomir, Savić, Ljubodrag, Kuzmanović, Vladan, "Distribution of Hydrodynamic Load in the Stilling Basin" in 3. Međunarodna konferencija Savremena dostignuća u građevinarstvu, Subotica, 24. april 2015., 31 (2015):543-549,
https://doi.org/10.14415/konferencijaGFS2015.067 . .

TY  - JOUR
AU  - Kuzmanović, Vladan
AU  - Savić, Ljubodrag
AU  - Mladenović, Nikola
PY  - 2015
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/724
AB  - Roller Compacted Concrete (RCC) is a special concrete mixture with low cement content, frequently used for concrete gravity dams. This paper deals with the 3D finite element model for unsteady phased thermal-stress analysis of RCC dams. Model calibration and verification has been done, based on the in-situ measurements of the Platanovryssi dam. The study has been done using the actual dam shape, RCC time schedule, and material properties. The results prove that the recommended 3D model enables a reliable thermal-stress prediction and transversal joint distance computation for an RCC gravity dam.
AB  - Beton zbijen valjanjem ('valjani beton' ili 'RCC' - Roller Compacted Concrete) je vrsta betona sa niskim sadržajem cementa koja se često koristi kod betonskih gravitacionih brana. U radu je razmatran prostorni model za neustaljenu faznu termičko- naponsku analizu brana od valjanog betona. Kalibracija i verifikacija modela uređeni su na osnovu terenskih merenja na brani Platanovrisi. Istraživanje je urađeno uzimajući u obzir stvarnu geometriju brane, dinamiku ugradnje RCC-a i stvarne osobine materijala. Rezultati proračuna pokazuju da razvijeni 3D model omogućava pouzdano predviđanje termičkih napona i određivanje rastojanja između razdelnica kod gravitacionih RCC brana.
PB  - Univerzitet u Beogradu - Mašinski fakultet, Beograd
T2  - FME Transactions
T1  - Thermal-stress behaviour of RCC gravity dams
T1  - Termičko naponsko stanje gravitacionih brana od valjanog betona
EP  - 34
IS  - 1
SP  - 30
VL  - 43
DO  - 10.5937/fmet1501030k
ER  - 

@article{
author = "Kuzmanović, Vladan and Savić, Ljubodrag and Mladenović, Nikola",
year = "2015",
abstract = "Roller Compacted Concrete (RCC) is a special concrete mixture with low cement content, frequently used for concrete gravity dams. This paper deals with the 3D finite element model for unsteady phased thermal-stress analysis of RCC dams. Model calibration and verification has been done, based on the in-situ measurements of the Platanovryssi dam. The study has been done using the actual dam shape, RCC time schedule, and material properties. The results prove that the recommended 3D model enables a reliable thermal-stress prediction and transversal joint distance computation for an RCC gravity dam., Beton zbijen valjanjem ('valjani beton' ili 'RCC' - Roller Compacted Concrete) je vrsta betona sa niskim sadržajem cementa koja se često koristi kod betonskih gravitacionih brana. U radu je razmatran prostorni model za neustaljenu faznu termičko- naponsku analizu brana od valjanog betona. Kalibracija i verifikacija modela uređeni su na osnovu terenskih merenja na brani Platanovrisi. Istraživanje je urađeno uzimajući u obzir stvarnu geometriju brane, dinamiku ugradnje RCC-a i stvarne osobine materijala. Rezultati proračuna pokazuju da razvijeni 3D model omogućava pouzdano predviđanje termičkih napona i određivanje rastojanja između razdelnica kod gravitacionih RCC brana.",
publisher = "Univerzitet u Beogradu - Mašinski fakultet, Beograd",
journal = "FME Transactions",
title = "Thermal-stress behaviour of RCC gravity dams, Termičko naponsko stanje gravitacionih brana od valjanog betona",
pages = "34-30",
number = "1",
volume = "43",
doi = "10.5937/fmet1501030k"
}

Kuzmanović, V., Savić, L.,& Mladenović, N.. (2015). Thermal-stress behaviour of RCC gravity dams. in FME Transactions
Univerzitet u Beogradu - Mašinski fakultet, Beograd., 43(1), 30-34.
https://doi.org/10.5937/fmet1501030k

Kuzmanović V, Savić L, Mladenović N. Thermal-stress behaviour of RCC gravity dams. in FME Transactions. 2015;43(1):30-34.
doi:10.5937/fmet1501030k .

Kuzmanović, Vladan, Savić, Ljubodrag, Mladenović, Nikola, "Thermal-stress behaviour of RCC gravity dams" in FME Transactions, 43, no. 1 (2015):30-34,
https://doi.org/10.5937/fmet1501030k . .

TY  - JOUR
AU  - Savić, Ljubodrag
AU  - Kapor, Radomir
AU  - Kuzmanović, Vladan
AU  - Milovanović, Bojan
PY  - 2014
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/638
AB  - This study considers the hydraulic design of a shaft spillway with a constriction at the upstream end of the vertical bend. The effect of key factors relating to the capacity of the crest, shaft and tunnel is assessed using hydraulic model investigations of several spillways and available experience from other relevant research. As a result, new expressions for the discharge and velocity coefficients have been established. An algorithm for the design procedure, based on previous experience, is also presented.
PB  - Thomas Telford Services Ltd
T2  - Proceedings of the Institution of Civil Engineers-Water Management
T1  - Shaft spillway with deflector downstream of vertical bend
EP  - 278
IS  - 5
SP  - 269
VL  - 167
DO  - 10.1680/wama.12.00111
ER  - 

@article{
author = "Savić, Ljubodrag and Kapor, Radomir and Kuzmanović, Vladan and Milovanović, Bojan",
year = "2014",
abstract = "This study considers the hydraulic design of a shaft spillway with a constriction at the upstream end of the vertical bend. The effect of key factors relating to the capacity of the crest, shaft and tunnel is assessed using hydraulic model investigations of several spillways and available experience from other relevant research. As a result, new expressions for the discharge and velocity coefficients have been established. An algorithm for the design procedure, based on previous experience, is also presented.",
publisher = "Thomas Telford Services Ltd",
journal = "Proceedings of the Institution of Civil Engineers-Water Management",
title = "Shaft spillway with deflector downstream of vertical bend",
pages = "278-269",
number = "5",
volume = "167",
doi = "10.1680/wama.12.00111"
}

Savić, L., Kapor, R., Kuzmanović, V.,& Milovanović, B.. (2014). Shaft spillway with deflector downstream of vertical bend. in Proceedings of the Institution of Civil Engineers-Water Management
Thomas Telford Services Ltd., 167(5), 269-278.
https://doi.org/10.1680/wama.12.00111

Savić L, Kapor R, Kuzmanović V, Milovanović B. Shaft spillway with deflector downstream of vertical bend. in Proceedings of the Institution of Civil Engineers-Water Management. 2014;167(5):269-278.
doi:10.1680/wama.12.00111 .

Savić, Ljubodrag, Kapor, Radomir, Kuzmanović, Vladan, Milovanović, Bojan, "Shaft spillway with deflector downstream of vertical bend" in Proceedings of the Institution of Civil Engineers-Water Management, 167, no. 5 (2014):269-278,
https://doi.org/10.1680/wama.12.00111 . .

TY  - CONF
AU  - Damnjanović, Marijana
AU  - Milovanović, Bojan
AU  - Vojt, Predrag
AU  - Kapor, Radomir
AU  - Kuzmanović, Vladan
AU  - Savić, Ljubodrag
PY  - 2014
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/1179
AB  - This paper analyzes the hydrodynamic loads acting on the bottom and walls of a stilling basin, based on the pressure measurements at the selected points of a scale model. For different degrees of the hydraulic jump immersion, the hydrodinamic preassures were measured at a large number of points, provideing the reliable distribution of hydrodynamic loads.
PB  - Građevinski fakultet, Subotica
C3  - Međunarodna konferencija Savremena dostignuća u građevinarstvu 25
T1  - Tailwater Influence on the Hydrodynamic Pressures in the Stilling Basin
T1  - Uticaj nivoa donje vode na hidrodinamičke pritiske u slapištu
EP  - 724
SP  - 719
VL  - 30
DO  - 10.14415/konferencijaGFS2014
ER  - 

@conference{
author = "Damnjanović, Marijana and Milovanović, Bojan and Vojt, Predrag and Kapor, Radomir and Kuzmanović, Vladan and Savić, Ljubodrag",
year = "2014",
abstract = "This paper analyzes the hydrodynamic loads acting on the bottom and walls of a stilling basin, based on the pressure measurements at the selected points of a scale model. For different degrees of the hydraulic jump immersion, the hydrodinamic preassures were measured at a large number of points, provideing the reliable distribution of hydrodynamic loads.",
publisher = "Građevinski fakultet, Subotica",
journal = "Međunarodna konferencija Savremena dostignuća u građevinarstvu 25",
title = "Tailwater Influence on the Hydrodynamic Pressures in the Stilling Basin, Uticaj nivoa donje vode na hidrodinamičke pritiske u slapištu",
pages = "724-719",
volume = "30",
doi = "10.14415/konferencijaGFS2014"
}

Damnjanović, M., Milovanović, B., Vojt, P., Kapor, R., Kuzmanović, V.,& Savić, L.. (2014). Tailwater Influence on the Hydrodynamic Pressures in the Stilling Basin. in Međunarodna konferencija Savremena dostignuća u građevinarstvu 25
Građevinski fakultet, Subotica., 30, 719-724.
https://doi.org/10.14415/konferencijaGFS2014

Damnjanović M, Milovanović B, Vojt P, Kapor R, Kuzmanović V, Savić L. Tailwater Influence on the Hydrodynamic Pressures in the Stilling Basin. in Međunarodna konferencija Savremena dostignuća u građevinarstvu 25. 2014;30:719-724.
doi:10.14415/konferencijaGFS2014 .

Damnjanović, Marijana, Milovanović, Bojan, Vojt, Predrag, Kapor, Radomir, Kuzmanović, Vladan, Savić, Ljubodrag, "Tailwater Influence on the Hydrodynamic Pressures in the Stilling Basin" in Međunarodna konferencija Savremena dostignuća u građevinarstvu 25, 30 (2014):719-724,
https://doi.org/10.14415/konferencijaGFS2014 . .

TY  - JOUR
AU  - Kuzmanović, Vladan
AU  - Savić, Ljubodrag
AU  - Mladenović, Nikola
PY  - 2013
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/556
AB  - A new approach in 3D numerical modeling for unsteady phased thermal-stress analysis of a massive concrete hydraulic structure is presented. The temperature field is computed first, providing a drive for the unsteady, nonlinear, viscoelastic, stress-strain analysis. This model is devised with actual initial and boundary conditions, appropriate material properties, and the observed concrete placement schedule. The verification is based on the field investigations of the Platanovryssi dam. The results of a long-term analysis have shown close agreement with the observed dam conditions. The proposed model presents a reliable tool for thermal-stress computation and transverse contraction joint distance evaluation.
T2  - Journal of Thermal Stresses
T1  - Computation of Thermal-Stresses and Contraction Joint Distance of RCC Dams
EP  - 134
IS  - 2
SP  - 112
VL  - 36
DO  - 10.1080/01495739.2013.764795
ER  - 

@article{
author = "Kuzmanović, Vladan and Savić, Ljubodrag and Mladenović, Nikola",
year = "2013",
abstract = "A new approach in 3D numerical modeling for unsteady phased thermal-stress analysis of a massive concrete hydraulic structure is presented. The temperature field is computed first, providing a drive for the unsteady, nonlinear, viscoelastic, stress-strain analysis. This model is devised with actual initial and boundary conditions, appropriate material properties, and the observed concrete placement schedule. The verification is based on the field investigations of the Platanovryssi dam. The results of a long-term analysis have shown close agreement with the observed dam conditions. The proposed model presents a reliable tool for thermal-stress computation and transverse contraction joint distance evaluation.",
journal = "Journal of Thermal Stresses",
title = "Computation of Thermal-Stresses and Contraction Joint Distance of RCC Dams",
pages = "134-112",
number = "2",
volume = "36",
doi = "10.1080/01495739.2013.764795"
}

Kuzmanović, V., Savić, L.,& Mladenović, N.. (2013). Computation of Thermal-Stresses and Contraction Joint Distance of RCC Dams. in Journal of Thermal Stresses, 36(2), 112-134.
https://doi.org/10.1080/01495739.2013.764795

Kuzmanović V, Savić L, Mladenović N. Computation of Thermal-Stresses and Contraction Joint Distance of RCC Dams. in Journal of Thermal Stresses. 2013;36(2):112-134.
doi:10.1080/01495739.2013.764795 .

Kuzmanović, Vladan, Savić, Ljubodrag, Mladenović, Nikola, "Computation of Thermal-Stresses and Contraction Joint Distance of RCC Dams" in Journal of Thermal Stresses, 36, no. 2 (2013):112-134,
https://doi.org/10.1080/01495739.2013.764795 . .

TY  - JOUR
AU  - Savić, Ljubodrag
AU  - Kapor, Radomir
AU  - Kuzmanović, Vladan
AU  - Milovanović, Bojan
PY  - 2012
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/474
AB  - Hydraulic design of shaft spillways (morning-glory spillways) with flow deflector before the vertical bend is considered. Based on the physical hydraulic model investigations of several structures and available experience of other authors, the key features, concerning capacity of the spillway, vertical shaft and tunnel-flow are defined and discussed. New expressions for discharge and velocity coefficients have been proposed, and some of the old ones improved. Also, a new procedure for the shaft design is proposed, including the spillway-to-shaft transition-reach definition. Finally, an algorithm for entire design procedure has been put forward.
AB  - Razmatrano je hidrauličko dimenzionisanje šahtnog preliva sa deflektorom ispred vertikalne krivine. Na osnovu hidrauličkih modelskih ispitivanja nekoliko objekata, kao i iskustva drugih autora, procenjeni su ključni činioci koji određuju propusnu sposobnost prelivnog, šahtnog i tunelskog dela objekta. Predloženi su novi i poboljšani raniji izrazi za procenu koeficijenata prelivanja, isticanja na deflektoru i koeficijenta brzine. Takođe, prikazan je i postupak za oblikovanje šahta, uključujući prelaznu deonicu između preliva i šahta. Na kraju se daje sažet algoritam celog postupka dimenzionisanja objekta.
PB  - Jugoslovensko društvo za odvodnjavanje i navodnjavanje, Beograd
T2  - Vodoprivreda
T1  - Hydraulic design of morning glory spillway with a deflector upstream of the vertical bend
T1  - Određivanje dimenzija šahtnog preliva empirijskim jednačinama
EP  - 154
IS  - 4-6
SP  - 141
VL  - 44
UR  - https://hdl.handle.net/21.15107/rcub_grafar_474
ER  - 

@article{
author = "Savić, Ljubodrag and Kapor, Radomir and Kuzmanović, Vladan and Milovanović, Bojan",
year = "2012",
abstract = "Hydraulic design of shaft spillways (morning-glory spillways) with flow deflector before the vertical bend is considered. Based on the physical hydraulic model investigations of several structures and available experience of other authors, the key features, concerning capacity of the spillway, vertical shaft and tunnel-flow are defined and discussed. New expressions for discharge and velocity coefficients have been proposed, and some of the old ones improved. Also, a new procedure for the shaft design is proposed, including the spillway-to-shaft transition-reach definition. Finally, an algorithm for entire design procedure has been put forward., Razmatrano je hidrauličko dimenzionisanje šahtnog preliva sa deflektorom ispred vertikalne krivine. Na osnovu hidrauličkih modelskih ispitivanja nekoliko objekata, kao i iskustva drugih autora, procenjeni su ključni činioci koji određuju propusnu sposobnost prelivnog, šahtnog i tunelskog dela objekta. Predloženi su novi i poboljšani raniji izrazi za procenu koeficijenata prelivanja, isticanja na deflektoru i koeficijenta brzine. Takođe, prikazan je i postupak za oblikovanje šahta, uključujući prelaznu deonicu između preliva i šahta. Na kraju se daje sažet algoritam celog postupka dimenzionisanja objekta.",
publisher = "Jugoslovensko društvo za odvodnjavanje i navodnjavanje, Beograd",
journal = "Vodoprivreda",
title = "Hydraulic design of morning glory spillway with a deflector upstream of the vertical bend, Određivanje dimenzija šahtnog preliva empirijskim jednačinama",
pages = "154-141",
number = "4-6",
volume = "44",
url = "https://hdl.handle.net/21.15107/rcub_grafar_474"
}

Savić, L., Kapor, R., Kuzmanović, V.,& Milovanović, B.. (2012). Hydraulic design of morning glory spillway with a deflector upstream of the vertical bend. in Vodoprivreda
Jugoslovensko društvo za odvodnjavanje i navodnjavanje, Beograd., 44(4-6), 141-154.
https://hdl.handle.net/21.15107/rcub_grafar_474

Savić L, Kapor R, Kuzmanović V, Milovanović B. Hydraulic design of morning glory spillway with a deflector upstream of the vertical bend. in Vodoprivreda. 2012;44(4-6):141-154.
https://hdl.handle.net/21.15107/rcub_grafar_474 .

Savić, Ljubodrag, Kapor, Radomir, Kuzmanović, Vladan, Milovanović, Bojan, "Hydraulic design of morning glory spillway with a deflector upstream of the vertical bend" in Vodoprivreda, 44, no. 4-6 (2012):141-154,
https://hdl.handle.net/21.15107/rcub_grafar_474 .