TY  - CONF
AU  - Mirković, Uroš
AU  - Ivanović, Jovana
AU  - Pavić, Maja
AU  - Radovanović, Slobodan
AU  - Mirković, Nikola
AU  - Gospavić, Radovan
AU  - Todorović, Goran
PY  - 2019
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/2790
AB  - In this research paper, measurement data of air and water temperatures and 
water levels for "Bileca" reservoir for a period between 1967. and 2017. are presented. 
Based on the averaged measurement data values, an analytical expressions for amplitude 
of periodic temperature variation of "Bileca" reservoir are derived and an average annual 
temperature, as a function of the observed depth, is obtained, based on Bofang model. The 
obtained results allow thermal stress analysis, which represents an important factor for 
stability and safety monitoring of dams.
PB  - Građevinski fakultet Subotica
C3  - Zbornik radova 7. Međunarodne konferencije - Savremena dostignuća u građevinarstvu 2019
T1  - A method of determining parameters of Bofang model on the example of "Bileca" reservoir
EP  - 705
SP  - 695
DO  - 10.14415/konferencijaGFS2019.064
ER  - 

@conference{
author = "Mirković, Uroš and Ivanović, Jovana and Pavić, Maja and Radovanović, Slobodan and Mirković, Nikola and Gospavić, Radovan and Todorović, Goran",
year = "2019",
abstract = "In this research paper, measurement data of air and water temperatures and 
water levels for "Bileca" reservoir for a period between 1967. and 2017. are presented. 
Based on the averaged measurement data values, an analytical expressions for amplitude 
of periodic temperature variation of "Bileca" reservoir are derived and an average annual 
temperature, as a function of the observed depth, is obtained, based on Bofang model. The 
obtained results allow thermal stress analysis, which represents an important factor for 
stability and safety monitoring of dams.",
publisher = "Građevinski fakultet Subotica",
journal = "Zbornik radova 7. Međunarodne konferencije - Savremena dostignuća u građevinarstvu 2019",
title = "A method of determining parameters of Bofang model on the example of "Bileca" reservoir",
pages = "705-695",
doi = "10.14415/konferencijaGFS2019.064"
}

Mirković, U., Ivanović, J., Pavić, M., Radovanović, S., Mirković, N., Gospavić, R.,& Todorović, G.. (2019). A method of determining parameters of Bofang model on the example of "Bileca" reservoir. in Zbornik radova 7. Međunarodne konferencije - Savremena dostignuća u građevinarstvu 2019
Građevinski fakultet Subotica., 695-705.
https://doi.org/10.14415/konferencijaGFS2019.064

Mirković U, Ivanović J, Pavić M, Radovanović S, Mirković N, Gospavić R, Todorović G. A method of determining parameters of Bofang model on the example of "Bileca" reservoir. in Zbornik radova 7. Međunarodne konferencije - Savremena dostignuća u građevinarstvu 2019. 2019;:695-705.
doi:10.14415/konferencijaGFS2019.064 .

Mirković, Uroš, Ivanović, Jovana, Pavić, Maja, Radovanović, Slobodan, Mirković, Nikola, Gospavić, Radovan, Todorović, Goran, "A method of determining parameters of Bofang model on the example of "Bileca" reservoir" in Zbornik radova 7. Međunarodne konferencije - Savremena dostignuća u građevinarstvu 2019 (2019):695-705,
https://doi.org/10.14415/konferencijaGFS2019.064 . .

TY  - CONF
AU  - Mirković, Uroš B.
AU  - Radovanović, Slobodan
AU  - Divac, Ljubo
AU  - Mirković, Nikola
AU  - Obradović, Nikola
AU  - Popović, Zdenka
PY  - 2018
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/933
AB  - The subject of this paper is a comparative analysis of the alternative solutions for the construction of the supply tunnel section of HPP "Dabar" from km 4 + 272.54 to km 12 + 125.0 with the application of TBM technology, milling machines technology and combinations of TBM technology and milling machines. Hydraulic tunnel of the HPP "Dabar" is a tunnel under the pressure with a length of 12125.0 m, which will conduct water from the reservoir Nevesinje to the machine building of the hydropower plant "Dabar" in Dabarsko polje (Republic of Srpska, Bosnia and Herzegovina). Four different construction alternatives of the mentioned tunnel section were analysed: use of milling machines, use of Gripper TBM, use of Double Shield TBM, a combination of Gripper TBM and milling machines.
PB  - Springer Verlag
C3  - International Scientific Conference Energy Management of Municipal Transportation Facilities and Tra
T1  - Comparative Analysis of Alternative Solutions of Excavation for Section of Hydropower Tunnel HPP "Dabar"
EP  - 1064
SP  - 1055
VL  - 692
DO  - 10.1007/978-3-319-70987-1_114
ER  - 

@conference{
author = "Mirković, Uroš B. and Radovanović, Slobodan and Divac, Ljubo and Mirković, Nikola and Obradović, Nikola and Popović, Zdenka",
year = "2018",
abstract = "The subject of this paper is a comparative analysis of the alternative solutions for the construction of the supply tunnel section of HPP "Dabar" from km 4 + 272.54 to km 12 + 125.0 with the application of TBM technology, milling machines technology and combinations of TBM technology and milling machines. Hydraulic tunnel of the HPP "Dabar" is a tunnel under the pressure with a length of 12125.0 m, which will conduct water from the reservoir Nevesinje to the machine building of the hydropower plant "Dabar" in Dabarsko polje (Republic of Srpska, Bosnia and Herzegovina). Four different construction alternatives of the mentioned tunnel section were analysed: use of milling machines, use of Gripper TBM, use of Double Shield TBM, a combination of Gripper TBM and milling machines.",
publisher = "Springer Verlag",
journal = "International Scientific Conference Energy Management of Municipal Transportation Facilities and Tra",
title = "Comparative Analysis of Alternative Solutions of Excavation for Section of Hydropower Tunnel HPP "Dabar"",
pages = "1064-1055",
volume = "692",
doi = "10.1007/978-3-319-70987-1_114"
}

Mirković, U. B., Radovanović, S., Divac, L., Mirković, N., Obradović, N.,& Popović, Z.. (2018). Comparative Analysis of Alternative Solutions of Excavation for Section of Hydropower Tunnel HPP "Dabar". in International Scientific Conference Energy Management of Municipal Transportation Facilities and Tra
Springer Verlag., 692, 1055-1064.
https://doi.org/10.1007/978-3-319-70987-1_114

Mirković UB, Radovanović S, Divac L, Mirković N, Obradović N, Popović Z. Comparative Analysis of Alternative Solutions of Excavation for Section of Hydropower Tunnel HPP "Dabar". in International Scientific Conference Energy Management of Municipal Transportation Facilities and Tra. 2018;692:1055-1064.
doi:10.1007/978-3-319-70987-1_114 .

Mirković, Uroš B., Radovanović, Slobodan, Divac, Ljubo, Mirković, Nikola, Obradović, Nikola, Popović, Zdenka, "Comparative Analysis of Alternative Solutions of Excavation for Section of Hydropower Tunnel HPP "Dabar"" in International Scientific Conference Energy Management of Municipal Transportation Facilities and Tra, 692 (2018):1055-1064,
https://doi.org/10.1007/978-3-319-70987-1_114 . .

TY  - JOUR
AU  - Babić, Predrag B.
AU  - Radovanović, Slobodan
AU  - Mirković, Uroš B.
PY  - 2018
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/928
AB  - In the framework of geotechnical investigations of the rock mass at the partition site MHE Bočac 2 (BiH), Jelašnica dams on the same river in southern Serbia and nine partition sites of hydroelectric power plants on the river Ibar, detailed geotechnical investigations of the rock mass were carried out. They included exploration drilling with the definition of quasihomogenic zones within the drilled core, determination of RQD for each separated quasi-chemical zone, dilatometric tests in each well, seismic ventilation between exploratory wells or seismic carotid, core testing by the Point Load method and laboratory tests of the single-axial strength of the samples. By connecting the results of the one-axial strength, the velocity of the elastic waves and the quality of the rockl mass (RMR), i.e. these indirect data for defining the deformability of the rock masses with the obtained results of in situation deformability testing, with the results of dilatometric tests, the analysis of correlation bonds is carried out which is applied in engineering geological or geotechnical practice. As is known, in engineering practice, the following correlations are used to define the deformation module: D = f(RMR); D= f(RMR,σci); D= f(Vp) i D = f(Vp, σci). After the analysis, a correlation was applied which included all three indirect data and it gave the closest data for defining the deformability of the rock mass.
AB  - U okviru geotehničkih istraživanja stenske mase na pregradnom mestu MHE 'Bočac 2‟ (BiH), brane 'Jelašnica' na istoimenoj reci u južnoj Srbiji i na devet pregradnih mesta hidroelektrana na Ibru (Srbija) izvršena su detaljna geotehnička ispitivanja stenske mase. Ona su obuhvatila: istražno bušenje sa definisanjem kvazihomogenih zona u okviru izbušenog jezgra, određivanje RQD-a za svaku izdvojenu kvazihomogenu zonu, dilatometarska ispitivanja u svakoj bušotini, seizmičko prozračivanje između istražnih bušotina ili seizmički karotaž, ispitivanje jezgra metodom PointLoad i laboratorijska ispi-tivanja jednoaksijalne čvrstoće uzoraka. Na navedenim istražnim lokacijama teren grade različite ste-nske mase. Teren pregradnog mesta MHE 'Bočac 2' je izgrađen od krednih krečnjaka, teren brane 'Jelašnica' od paleozojskih gnajseva, a teren hidroelektrana na Ibru od mezozojskih peridotita i serpentinita. Povezivanjem rezultata jednoaksijalne čvrstoće, brzine elastičnih talasa i kvaliteta stenske mase (RMR), odnosno ovih posrednih podataka za definisanje deformabilnosti stenskih masa sa do-bijenim rezultatima ispitivanja deformabilsnosti in situ, tj. Sa rezultatima dilatometarskih ispitivanja, urađena je analiza korelacionih veza koja se primenjuje u inženjeresko-geološkoj odnosno geotehničkoj praksi. Kao što je poznato, u inženjerskoj praksi primenjuju se sledeće korelacije za definisanje modula deformacije: D=f(RMR); D=f(RMR,𝜎𝑐𝑖); D=f(Vp) i D=f(Vp, 𝜎𝑐𝑖). Nakon analize, primenjena je korelacija, koja je obuhvatila sva tri posredna podatka i ona je dala najbliže podatke za definisanje deformabilnosti stenske mase. Sva navedena ispitivanja deformabilnosti metodom dilatometra, geofizička ispitivanja i inženjersko-geološko kartiranje jezgra i okolne stenske mase izvršena su od strane Instituta za vodoprivredu 'Jaroslav Černi' iz Beograda.
PB  - Savez inženjera i tehničara Srbije, Beograd
T2  - Tehnika
T1  - Correlative relations for defining the rock deformability
T1  - Korelativni odnosi za definisanje deformabilnosti stene
EP  - 634
IS  - 5
SP  - 629
VL  - 73
DO  - 10.5937/tehnika1805629B
ER  - 

@article{
author = "Babić, Predrag B. and Radovanović, Slobodan and Mirković, Uroš B.",
year = "2018",
abstract = "In the framework of geotechnical investigations of the rock mass at the partition site MHE Bočac 2 (BiH), Jelašnica dams on the same river in southern Serbia and nine partition sites of hydroelectric power plants on the river Ibar, detailed geotechnical investigations of the rock mass were carried out. They included exploration drilling with the definition of quasihomogenic zones within the drilled core, determination of RQD for each separated quasi-chemical zone, dilatometric tests in each well, seismic ventilation between exploratory wells or seismic carotid, core testing by the Point Load method and laboratory tests of the single-axial strength of the samples. By connecting the results of the one-axial strength, the velocity of the elastic waves and the quality of the rockl mass (RMR), i.e. these indirect data for defining the deformability of the rock masses with the obtained results of in situation deformability testing, with the results of dilatometric tests, the analysis of correlation bonds is carried out which is applied in engineering geological or geotechnical practice. As is known, in engineering practice, the following correlations are used to define the deformation module: D = f(RMR); D= f(RMR,σci); D= f(Vp) i D = f(Vp, σci). After the analysis, a correlation was applied which included all three indirect data and it gave the closest data for defining the deformability of the rock mass., U okviru geotehničkih istraživanja stenske mase na pregradnom mestu MHE 'Bočac 2‟ (BiH), brane 'Jelašnica' na istoimenoj reci u južnoj Srbiji i na devet pregradnih mesta hidroelektrana na Ibru (Srbija) izvršena su detaljna geotehnička ispitivanja stenske mase. Ona su obuhvatila: istražno bušenje sa definisanjem kvazihomogenih zona u okviru izbušenog jezgra, određivanje RQD-a za svaku izdvojenu kvazihomogenu zonu, dilatometarska ispitivanja u svakoj bušotini, seizmičko prozračivanje između istražnih bušotina ili seizmički karotaž, ispitivanje jezgra metodom PointLoad i laboratorijska ispi-tivanja jednoaksijalne čvrstoće uzoraka. Na navedenim istražnim lokacijama teren grade različite ste-nske mase. Teren pregradnog mesta MHE 'Bočac 2' je izgrađen od krednih krečnjaka, teren brane 'Jelašnica' od paleozojskih gnajseva, a teren hidroelektrana na Ibru od mezozojskih peridotita i serpentinita. Povezivanjem rezultata jednoaksijalne čvrstoće, brzine elastičnih talasa i kvaliteta stenske mase (RMR), odnosno ovih posrednih podataka za definisanje deformabilnosti stenskih masa sa do-bijenim rezultatima ispitivanja deformabilsnosti in situ, tj. Sa rezultatima dilatometarskih ispitivanja, urađena je analiza korelacionih veza koja se primenjuje u inženjeresko-geološkoj odnosno geotehničkoj praksi. Kao što je poznato, u inženjerskoj praksi primenjuju se sledeće korelacije za definisanje modula deformacije: D=f(RMR); D=f(RMR,𝜎𝑐𝑖); D=f(Vp) i D=f(Vp, 𝜎𝑐𝑖). Nakon analize, primenjena je korelacija, koja je obuhvatila sva tri posredna podatka i ona je dala najbliže podatke za definisanje deformabilnosti stenske mase. Sva navedena ispitivanja deformabilnosti metodom dilatometra, geofizička ispitivanja i inženjersko-geološko kartiranje jezgra i okolne stenske mase izvršena su od strane Instituta za vodoprivredu 'Jaroslav Černi' iz Beograda.",
publisher = "Savez inženjera i tehničara Srbije, Beograd",
journal = "Tehnika",
title = "Correlative relations for defining the rock deformability, Korelativni odnosi za definisanje deformabilnosti stene",
pages = "634-629",
number = "5",
volume = "73",
doi = "10.5937/tehnika1805629B"
}

Babić, P. B., Radovanović, S.,& Mirković, U. B.. (2018). Correlative relations for defining the rock deformability. in Tehnika
Savez inženjera i tehničara Srbije, Beograd., 73(5), 629-634.
https://doi.org/10.5937/tehnika1805629B

Babić PB, Radovanović S, Mirković UB. Correlative relations for defining the rock deformability. in Tehnika. 2018;73(5):629-634.
doi:10.5937/tehnika1805629B .

Babić, Predrag B., Radovanović, Slobodan, Mirković, Uroš B., "Correlative relations for defining the rock deformability" in Tehnika, 73, no. 5 (2018):629-634,
https://doi.org/10.5937/tehnika1805629B . .

TY  - JOUR
AU  - Anđelković, Vladimir
AU  - Pavlović, Nenad
AU  - Lazarević, Zarko
AU  - Radovanović, Slobodan
PY  - 2018
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/984
AB  - This paper presents the results of examination of shear properties of rockfills used for the construction of rockfill dams. Based on the results of a large number of experiments, mathematical model of the shear strength of the rockfill was derived, as a function of normal stress, initial compaction and uniaxial compressive strength of intact rock material. Using this model it is possible to make a realistic assessment of the shear strength of a rockfill for the Preliminary Design. The experimental data used for modelling were obtained by direct shear tests performed in the majority at the "Jaroslav Cerni" Institute for Development of Water Resources in Belgrade, Serbia.
PB  - Elsevier B.V.
T2  - Soils and Foundations
T1  - Modelling of shear strength of rockfills used for the construction of rockfill dams
EP  - 893
IS  - 4
SP  - 881
VL  - 58
DO  - 10.1016/j.sandf.2018.04.002
ER  - 

@article{
author = "Anđelković, Vladimir and Pavlović, Nenad and Lazarević, Zarko and Radovanović, Slobodan",
year = "2018",
abstract = "This paper presents the results of examination of shear properties of rockfills used for the construction of rockfill dams. Based on the results of a large number of experiments, mathematical model of the shear strength of the rockfill was derived, as a function of normal stress, initial compaction and uniaxial compressive strength of intact rock material. Using this model it is possible to make a realistic assessment of the shear strength of a rockfill for the Preliminary Design. The experimental data used for modelling were obtained by direct shear tests performed in the majority at the "Jaroslav Cerni" Institute for Development of Water Resources in Belgrade, Serbia.",
publisher = "Elsevier B.V.",
journal = "Soils and Foundations",
title = "Modelling of shear strength of rockfills used for the construction of rockfill dams",
pages = "893-881",
number = "4",
volume = "58",
doi = "10.1016/j.sandf.2018.04.002"
}

Anđelković, V., Pavlović, N., Lazarević, Z.,& Radovanović, S.. (2018). Modelling of shear strength of rockfills used for the construction of rockfill dams. in Soils and Foundations
Elsevier B.V.., 58(4), 881-893.
https://doi.org/10.1016/j.sandf.2018.04.002

Anđelković V, Pavlović N, Lazarević Z, Radovanović S. Modelling of shear strength of rockfills used for the construction of rockfill dams. in Soils and Foundations. 2018;58(4):881-893.
doi:10.1016/j.sandf.2018.04.002 .

Anđelković, Vladimir, Pavlović, Nenad, Lazarević, Zarko, Radovanović, Slobodan, "Modelling of shear strength of rockfills used for the construction of rockfill dams" in Soils and Foundations, 58, no. 4 (2018):881-893,
https://doi.org/10.1016/j.sandf.2018.04.002 . .

TY  - JOUR
AU  - Radovanović, Slobodan
AU  - Ranković, Vesna
AU  - Anđelković, Vladimir
AU  - Divac, Dejan
AU  - Milivojević, Nikola
PY  - 2018
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/942
AB  - Knowledge of the deformation properties of the rock mass is essential for the stress-strain analysis of structures such as dams, tunnels, slopes, and other underground structures and the most important parameter of the deformability of the rock mass is the deformation modulus. This paper describes statistical models based on multiple linear regression and artificial neural networks. The models are developed using the test results of the deformation modulus obtained during the construction of the Iron Gate 1 dam on the Danube River and correlate these with measurements of the velocities of longitudinal waves and pressures in the rock mass. The parameters used for defining the models were obtained by in situ testing during dam construction, meaning that scale effects were also taken into account. For the analysis, 47 experimental results from in situ testing of the rock mass were obtained; 38 of these were used for modelling and nine were used for testing of the models. The model based on the artificial neural networks showed better performance in comparison to the model based on multiple linear regression.
PB  - Springer Verlag
T2  - Bulletin of Engineering Geology and the Environment
T1  - Development of new models for the estimation of deformation moduli in rock masses based on in situ measurements
EP  - 1202
IS  - 3
SP  - 1191
VL  - 77
DO  - 10.1007/s10064-017-1027-2
ER  - 

@article{
author = "Radovanović, Slobodan and Ranković, Vesna and Anđelković, Vladimir and Divac, Dejan and Milivojević, Nikola",
year = "2018",
abstract = "Knowledge of the deformation properties of the rock mass is essential for the stress-strain analysis of structures such as dams, tunnels, slopes, and other underground structures and the most important parameter of the deformability of the rock mass is the deformation modulus. This paper describes statistical models based on multiple linear regression and artificial neural networks. The models are developed using the test results of the deformation modulus obtained during the construction of the Iron Gate 1 dam on the Danube River and correlate these with measurements of the velocities of longitudinal waves and pressures in the rock mass. The parameters used for defining the models were obtained by in situ testing during dam construction, meaning that scale effects were also taken into account. For the analysis, 47 experimental results from in situ testing of the rock mass were obtained; 38 of these were used for modelling and nine were used for testing of the models. The model based on the artificial neural networks showed better performance in comparison to the model based on multiple linear regression.",
publisher = "Springer Verlag",
journal = "Bulletin of Engineering Geology and the Environment",
title = "Development of new models for the estimation of deformation moduli in rock masses based on in situ measurements",
pages = "1202-1191",
number = "3",
volume = "77",
doi = "10.1007/s10064-017-1027-2"
}

Radovanović, S., Ranković, V., Anđelković, V., Divac, D.,& Milivojević, N.. (2018). Development of new models for the estimation of deformation moduli in rock masses based on in situ measurements. in Bulletin of Engineering Geology and the Environment
Springer Verlag., 77(3), 1191-1202.
https://doi.org/10.1007/s10064-017-1027-2

Radovanović S, Ranković V, Anđelković V, Divac D, Milivojević N. Development of new models for the estimation of deformation moduli in rock masses based on in situ measurements. in Bulletin of Engineering Geology and the Environment. 2018;77(3):1191-1202.
doi:10.1007/s10064-017-1027-2 .

Radovanović, Slobodan, Ranković, Vesna, Anđelković, Vladimir, Divac, Dejan, Milivojević, Nikola, "Development of new models for the estimation of deformation moduli in rock masses based on in situ measurements" in Bulletin of Engineering Geology and the Environment, 77, no. 3 (2018):1191-1202,
https://doi.org/10.1007/s10064-017-1027-2 . .

TY  - CONF
AU  - Mirković, Nikola
AU  - Mitković, Predrag
AU  - Divac, Ljubo
AU  - Radovanović, Slobodan
AU  - Šumarac, Dragoslav
PY  - 2017
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/1569
PB  - Univerzitet u Novom Sadu, Građevinski fakultet Subotica, Subotica
C3  - Zbornik radova 5. međunarodne konferencije - Savremena dostignuća u građevinarstvu 2017
T1  - Ventilation of long road tunnels in regular and accidental conditions of functioning
EP  - 589
SP  - 581
VL  - 33
DO  - 10.14415/konferencijaGFS2017.062
ER  - 

@conference{
author = "Mirković, Nikola and Mitković, Predrag and Divac, Ljubo and Radovanović, Slobodan and Šumarac, Dragoslav",
year = "2017",
publisher = "Univerzitet u Novom Sadu, Građevinski fakultet Subotica, Subotica",
journal = "Zbornik radova 5. međunarodne konferencije - Savremena dostignuća u građevinarstvu 2017",
title = "Ventilation of long road tunnels in regular and accidental conditions of functioning",
pages = "589-581",
volume = "33",
doi = "10.14415/konferencijaGFS2017.062"
}

Mirković, N., Mitković, P., Divac, L., Radovanović, S.,& Šumarac, D.. (2017). Ventilation of long road tunnels in regular and accidental conditions of functioning. in Zbornik radova 5. međunarodne konferencije - Savremena dostignuća u građevinarstvu 2017
Univerzitet u Novom Sadu, Građevinski fakultet Subotica, Subotica., 33, 581-589.
https://doi.org/10.14415/konferencijaGFS2017.062

Mirković N, Mitković P, Divac L, Radovanović S, Šumarac D. Ventilation of long road tunnels in regular and accidental conditions of functioning. in Zbornik radova 5. međunarodne konferencije - Savremena dostignuća u građevinarstvu 2017. 2017;33:581-589.
doi:10.14415/konferencijaGFS2017.062 .

Mirković, Nikola, Mitković, Predrag, Divac, Ljubo, Radovanović, Slobodan, Šumarac, Dragoslav, "Ventilation of long road tunnels in regular and accidental conditions of functioning" in Zbornik radova 5. međunarodne konferencije - Savremena dostignuća u građevinarstvu 2017, 33 (2017):581-589,
https://doi.org/10.14415/konferencijaGFS2017.062 . .

TY  - CONF
AU  - Obradović, Nikola
AU  - Mitković, Predrag
AU  - Radovanović, Slobodan
PY  - 2017
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/2455
AB  - U radu je ukratko opisana problematika proračuna AB okvira sa zidanom ispunom primenom nelinearne statičke metode(pushover analiza). Prikazani su različiti načini modeliranja zidane ispune. Izvršena je pushover analiza AB okvira (P+5) sa zidanom ispunom. Prvo je izvršeno dimenzionisanje AB okvira prema Evrokodu. Nakon toga je sprovedena pushover analiza AB okvira primenom programskog paketa SAP2000. Razmatran je model AB okvira bez ispune i model gde je ispuna modelirana pomoću zamenjujućih dijagonala. Na kraju je data uporedna analiza rezultata iz ova dva modela.
AB  - In this paper, procedures used for static nonlinear analysis (pushover analysis) of RC frames with masonry infill are presented. Also, different ways how to model masonry infill are described. On the example of RC frames with five stories, the application of pushover analysis is presented. As a first step, RC frame is designed according to Eurocodes. After that, pushover analysis is conducted using somputer program SAP2000. Two computer models are considered. One of RC frame without masonry infill, and other where masonry infill is modeled using diagonal struts. As conclusion, a comparative study of results obtained from previosly described computer models of RC frame is given.
C3  - Zbornik radova Međunarodnog simpozijuma o istraživanjima i primeni savremenih dostignuća u građevinarstvu u oblasti materijala i konstrukcija
T1  - Nelinearna statička metoda postupnog guranja - pushover analiza AB okvira sa zidanom ispunom
EP  - 254
SP  - 245
UR  - https://hdl.handle.net/21.15107/rcub_grafar_2455
ER  - 

@conference{
author = "Obradović, Nikola and Mitković, Predrag and Radovanović, Slobodan",
year = "2017",
abstract = "U radu je ukratko opisana problematika proračuna AB okvira sa zidanom ispunom primenom nelinearne statičke metode(pushover analiza). Prikazani su različiti načini modeliranja zidane ispune. Izvršena je pushover analiza AB okvira (P+5) sa zidanom ispunom. Prvo je izvršeno dimenzionisanje AB okvira prema Evrokodu. Nakon toga je sprovedena pushover analiza AB okvira primenom programskog paketa SAP2000. Razmatran je model AB okvira bez ispune i model gde je ispuna modelirana pomoću zamenjujućih dijagonala. Na kraju je data uporedna analiza rezultata iz ova dva modela., In this paper, procedures used for static nonlinear analysis (pushover analysis) of RC frames with masonry infill are presented. Also, different ways how to model masonry infill are described. On the example of RC frames with five stories, the application of pushover analysis is presented. As a first step, RC frame is designed according to Eurocodes. After that, pushover analysis is conducted using somputer program SAP2000. Two computer models are considered. One of RC frame without masonry infill, and other where masonry infill is modeled using diagonal struts. As conclusion, a comparative study of results obtained from previosly described computer models of RC frame is given.",
journal = "Zbornik radova Međunarodnog simpozijuma o istraživanjima i primeni savremenih dostignuća u građevinarstvu u oblasti materijala i konstrukcija",
title = "Nelinearna statička metoda postupnog guranja - pushover analiza AB okvira sa zidanom ispunom",
pages = "254-245",
url = "https://hdl.handle.net/21.15107/rcub_grafar_2455"
}

Obradović, N., Mitković, P.,& Radovanović, S.. (2017). Nelinearna statička metoda postupnog guranja - pushover analiza AB okvira sa zidanom ispunom. in Zbornik radova Međunarodnog simpozijuma o istraživanjima i primeni savremenih dostignuća u građevinarstvu u oblasti materijala i konstrukcija, 245-254.
https://hdl.handle.net/21.15107/rcub_grafar_2455

Obradović N, Mitković P, Radovanović S. Nelinearna statička metoda postupnog guranja - pushover analiza AB okvira sa zidanom ispunom. in Zbornik radova Međunarodnog simpozijuma o istraživanjima i primeni savremenih dostignuća u građevinarstvu u oblasti materijala i konstrukcija. 2017;:245-254.
https://hdl.handle.net/21.15107/rcub_grafar_2455 .

Obradović, Nikola, Mitković, Predrag, Radovanović, Slobodan, "Nelinearna statička metoda postupnog guranja - pushover analiza AB okvira sa zidanom ispunom" in Zbornik radova Međunarodnog simpozijuma o istraživanjima i primeni savremenih dostignuća u građevinarstvu u oblasti materijala i konstrukcija (2017):245-254,
https://hdl.handle.net/21.15107/rcub_grafar_2455 .

TY  - CONF
AU  - Aškrabić, Marina
AU  - Josipović, Jovana
AU  - Petojević, Zorana
AU  - Mirković, Milica
AU  - Brajović, Ljiljana
AU  - Gospavić, Radovan
AU  - Radovanović, Slobodan
AU  - Todorović, Goran
PY  - 2016
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/1389
AB  - In this paper, physical processes of adsorption and transport of humidity, which has dominant influence on the physical and thermal characteristics of concrete, has been described. The impact of structure of concrete especially pores dimensions and distribution has been explained. The drastic increase in the coefficient of thermal conductivity λ of concrete at increasing relative humidity has been analyzed. An analytic formula for λ, as a function of the concrete density and moisture content in exploitation conditions, starting from light autoclaved aerated to heavy concrete, has been given. The formula is based on experimental values for λ available in the literature. It has been confirmed that the thermal conductivity of all concretes are directly related to density and inversely to porosity and pores diameters.
PB  - Građevinski fakultet Subotica, Subotica
C3  - Zbornik radova 4. međunarodne konferencije Savremena dostignuća u građevinarstvu 2016
T1  - Moisture content influence on thermal conductivity of concrete
T1  - Uticaj sadržaja vlage na koeficijent toplotne provodnosti betona
EP  - 424
SP  - 415
VL  - 32
DO  - 10.14415/konferencijaGFS2016.042
ER  - 

@conference{
author = "Aškrabić, Marina and Josipović, Jovana and Petojević, Zorana and Mirković, Milica and Brajović, Ljiljana and Gospavić, Radovan and Radovanović, Slobodan and Todorović, Goran",
year = "2016",
abstract = "In this paper, physical processes of adsorption and transport of humidity, which has dominant influence on the physical and thermal characteristics of concrete, has been described. The impact of structure of concrete especially pores dimensions and distribution has been explained. The drastic increase in the coefficient of thermal conductivity λ of concrete at increasing relative humidity has been analyzed. An analytic formula for λ, as a function of the concrete density and moisture content in exploitation conditions, starting from light autoclaved aerated to heavy concrete, has been given. The formula is based on experimental values for λ available in the literature. It has been confirmed that the thermal conductivity of all concretes are directly related to density and inversely to porosity and pores diameters.",
publisher = "Građevinski fakultet Subotica, Subotica",
journal = "Zbornik radova 4. međunarodne konferencije Savremena dostignuća u građevinarstvu 2016",
title = "Moisture content influence on thermal conductivity of concrete, Uticaj sadržaja vlage na koeficijent toplotne provodnosti betona",
pages = "424-415",
volume = "32",
doi = "10.14415/konferencijaGFS2016.042"
}

Aškrabić, M., Josipović, J., Petojević, Z., Mirković, M., Brajović, L., Gospavić, R., Radovanović, S.,& Todorović, G.. (2016). Moisture content influence on thermal conductivity of concrete. in Zbornik radova 4. međunarodne konferencije Savremena dostignuća u građevinarstvu 2016
Građevinski fakultet Subotica, Subotica., 32, 415-424.
https://doi.org/10.14415/konferencijaGFS2016.042

Aškrabić M, Josipović J, Petojević Z, Mirković M, Brajović L, Gospavić R, Radovanović S, Todorović G. Moisture content influence on thermal conductivity of concrete. in Zbornik radova 4. međunarodne konferencije Savremena dostignuća u građevinarstvu 2016. 2016;32:415-424.
doi:10.14415/konferencijaGFS2016.042 .

Aškrabić, Marina, Josipović, Jovana, Petojević, Zorana, Mirković, Milica, Brajović, Ljiljana, Gospavić, Radovan, Radovanović, Slobodan, Todorović, Goran, "Moisture content influence on thermal conductivity of concrete" in Zbornik radova 4. međunarodne konferencije Savremena dostignuća u građevinarstvu 2016, 32 (2016):415-424,
https://doi.org/10.14415/konferencijaGFS2016.042 . .

TY  - CONF
AU  - Radovanović, Slobodan
AU  - Divac, Dejan
AU  - Danilović, Dragan
AU  - Radnić, Marko
PY  - 2016
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/1388
PB  - Društvo građevinskih konstruktera Srbije, Beograd
C3  - Zbornik radova / Društvо građevinskih konstruktera Srbije, Simpozijum 2016, 15-17. septembar, Zlatibor
T1  - Nosivost prskanog betona sa čeličnim fiber vlaknima u podgradi tunela
EP  - 955
SP  - 946
UR  - https://hdl.handle.net/21.15107/rcub_grafar_1388
ER  - 

@conference{
author = "Radovanović, Slobodan and Divac, Dejan and Danilović, Dragan and Radnić, Marko",
year = "2016",
publisher = "Društvo građevinskih konstruktera Srbije, Beograd",
journal = "Zbornik radova / Društvо građevinskih konstruktera Srbije, Simpozijum 2016, 15-17. septembar, Zlatibor",
title = "Nosivost prskanog betona sa čeličnim fiber vlaknima u podgradi tunela",
pages = "955-946",
url = "https://hdl.handle.net/21.15107/rcub_grafar_1388"
}

Radovanović, S., Divac, D., Danilović, D.,& Radnić, M.. (2016). Nosivost prskanog betona sa čeličnim fiber vlaknima u podgradi tunela. in Zbornik radova / Društvо građevinskih konstruktera Srbije, Simpozijum 2016, 15-17. septembar, Zlatibor
Društvo građevinskih konstruktera Srbije, Beograd., 946-955.
https://hdl.handle.net/21.15107/rcub_grafar_1388

Radovanović S, Divac D, Danilović D, Radnić M. Nosivost prskanog betona sa čeličnim fiber vlaknima u podgradi tunela. in Zbornik radova / Društvо građevinskih konstruktera Srbije, Simpozijum 2016, 15-17. septembar, Zlatibor. 2016;:946-955.
https://hdl.handle.net/21.15107/rcub_grafar_1388 .

Radovanović, Slobodan, Divac, Dejan, Danilović, Dragan, Radnić, Marko, "Nosivost prskanog betona sa čeličnim fiber vlaknima u podgradi tunela" in Zbornik radova / Društvо građevinskih konstruktera Srbije, Simpozijum 2016, 15-17. septembar, Zlatibor (2016):946-955,
https://hdl.handle.net/21.15107/rcub_grafar_1388 .

TY  - JOUR
AU  - Radovanović, Slobodan
AU  - Brajović, Ljiljana
AU  - Pavić, Maja L.
AU  - Đurić, Srđan S.
AU  - Ranđelović, Sanja D.
AU  - Milivojević, Vladimir
PY  - 2015
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/722
AB  - The measurement of inclination on gravity concrete dams using the instrument tiltmeter is described and discussed with special reference on obtained results on the dam 'Đerdap 2' acquired in the three years period. Tiltmetar way of operation is presented both through physical principle of vibrating wire sensors and through described design of the instrument. The influence of the temperature on the measurement of the slope is specially emphasized and presented through temperature correction. Processing the results of real inclination measurements on the dam 'Đerdap 2' with and without temperature correction showed the significant difference. Statistical analysis of measurement data consisted of performed regression analysis and forming of corresponding series with the expected measurement values depending on environmental conditions. At the end we give a summary conclusion on the instrument, the influence of temperature on the measurement and statistical model.
AB  - U ovom radu prikazuje se način merenja nagiba kod gravitacionih betonskih brana primenom instrumenta tiltmetar, teorijski i preko opisa praktičnih merenja na brani 'Đerdap 2'. U prvom delu se objašnjava princip na kojem radi instrument tiltmetar i način na koji se vrši merenje nagiba primenom ovog instrumenta. Uticaj temperature na merenje nagiba je posebno razmatran kroz uvođenje temperaturske korekcije. U drugom delu se prikazuje obrada rezultata realnih merenja nagiba na jednom od instrumenata na brani 'Đerdap 2' sa i bez temperaturske korekcije. U trećem delu se prikazuje statistička obrada podataka merenja, u okviru koje se vrši regresiona analiza rezultata merenja i formiraju odgovarajuće serije sa očekivanim vrednostima merenja u zavisnosti od spoljašnjih uslova. Na kraju daje se sumarni zaključak o instrumentu, uticaju temperture na merenje i statistički model.
PB  - Savez inženjera i tehničara Srbije, Beograd
T2  - Tehnika
T1  - The measurement of inclination on gravity concrete dams using the tiltmeter instrument
T1  - Merenje nagiba kod gravitacionih betonskih brana primenom instrumenta tiltmetar
EP  - 421
IS  - 3
SP  - 415
VL  - 70
DO  - 10.5937/tehnika1503415R
ER  - 

@article{
author = "Radovanović, Slobodan and Brajović, Ljiljana and Pavić, Maja L. and Đurić, Srđan S. and Ranđelović, Sanja D. and Milivojević, Vladimir",
year = "2015",
abstract = "The measurement of inclination on gravity concrete dams using the instrument tiltmeter is described and discussed with special reference on obtained results on the dam 'Đerdap 2' acquired in the three years period. Tiltmetar way of operation is presented both through physical principle of vibrating wire sensors and through described design of the instrument. The influence of the temperature on the measurement of the slope is specially emphasized and presented through temperature correction. Processing the results of real inclination measurements on the dam 'Đerdap 2' with and without temperature correction showed the significant difference. Statistical analysis of measurement data consisted of performed regression analysis and forming of corresponding series with the expected measurement values depending on environmental conditions. At the end we give a summary conclusion on the instrument, the influence of temperature on the measurement and statistical model., U ovom radu prikazuje se način merenja nagiba kod gravitacionih betonskih brana primenom instrumenta tiltmetar, teorijski i preko opisa praktičnih merenja na brani 'Đerdap 2'. U prvom delu se objašnjava princip na kojem radi instrument tiltmetar i način na koji se vrši merenje nagiba primenom ovog instrumenta. Uticaj temperature na merenje nagiba je posebno razmatran kroz uvođenje temperaturske korekcije. U drugom delu se prikazuje obrada rezultata realnih merenja nagiba na jednom od instrumenata na brani 'Đerdap 2' sa i bez temperaturske korekcije. U trećem delu se prikazuje statistička obrada podataka merenja, u okviru koje se vrši regresiona analiza rezultata merenja i formiraju odgovarajuće serije sa očekivanim vrednostima merenja u zavisnosti od spoljašnjih uslova. Na kraju daje se sumarni zaključak o instrumentu, uticaju temperture na merenje i statistički model.",
publisher = "Savez inženjera i tehničara Srbije, Beograd",
journal = "Tehnika",
title = "The measurement of inclination on gravity concrete dams using the tiltmeter instrument, Merenje nagiba kod gravitacionih betonskih brana primenom instrumenta tiltmetar",
pages = "421-415",
number = "3",
volume = "70",
doi = "10.5937/tehnika1503415R"
}

Radovanović, S., Brajović, L., Pavić, M. L., Đurić, S. S., Ranđelović, S. D.,& Milivojević, V.. (2015). The measurement of inclination on gravity concrete dams using the tiltmeter instrument. in Tehnika
Savez inženjera i tehničara Srbije, Beograd., 70(3), 415-421.
https://doi.org/10.5937/tehnika1503415R

Radovanović S, Brajović L, Pavić ML, Đurić SS, Ranđelović SD, Milivojević V. The measurement of inclination on gravity concrete dams using the tiltmeter instrument. in Tehnika. 2015;70(3):415-421.
doi:10.5937/tehnika1503415R .

Radovanović, Slobodan, Brajović, Ljiljana, Pavić, Maja L., Đurić, Srđan S., Ranđelović, Sanja D., Milivojević, Vladimir, "The measurement of inclination on gravity concrete dams using the tiltmeter instrument" in Tehnika, 70, no. 3 (2015):415-421,
https://doi.org/10.5937/tehnika1503415R . .

TY  - CONF
AU  - Radovanović, Slobodan
AU  - Salatić, Ratko
PY  - 2015
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/1345
PB  - Macedonian Association of Structural Engineers, Skopje
C3  - Contemporary Structures - Sustainable Development, Book of Abstracts of the 16th International Symposium of MASE
T1  - Parametric one dimensional dynamic analysis of layered soil
UR  - https://hdl.handle.net/21.15107/rcub_grafar_1345
ER  - 

@conference{
author = "Radovanović, Slobodan and Salatić, Ratko",
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 = "Parametric one dimensional dynamic analysis of layered soil",
url = "https://hdl.handle.net/21.15107/rcub_grafar_1345"
}

Radovanović, S.,& Salatić, R.. (2015). Parametric one dimensional dynamic analysis of layered soil. in Contemporary Structures - Sustainable Development, Book of Abstracts of the 16th International Symposium of MASE
Macedonian Association of Structural Engineers, Skopje..
https://hdl.handle.net/21.15107/rcub_grafar_1345

Radovanović S, Salatić R. Parametric one dimensional dynamic analysis of layered soil. in Contemporary Structures - Sustainable Development, Book of Abstracts of the 16th International Symposium of MASE. 2015;.
https://hdl.handle.net/21.15107/rcub_grafar_1345 .

Radovanović, Slobodan, Salatić, Ratko, "Parametric one dimensional dynamic analysis of layered soil" in Contemporary Structures - Sustainable Development, Book of Abstracts of the 16th International Symposium of MASE (2015),
https://hdl.handle.net/21.15107/rcub_grafar_1345 .

TY  - CONF
AU  - Radovanović, Slobodan
AU  - Milivojević, Vladimir
AU  - Cirović, V.
AU  - Divac, Dejan
AU  - Milivojević, Nikola
PY  - 2015
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/668
AB  - The goal of this paper is to assess the effectiveness of using artificial neural networks in the prediction of concrete dam deformation. The aging of dams as a concrete structures poses a significant risk for the environment, and many of them are at the stage where it is necessary to pay attention to their behaviour. Short-term term prediction of deformation is very important for rapid response in the case of any adverse events. Two examples are presented in this paper to investigate how short-term prediction of deformation can be realized by using artificial neural networks. As a comparison, a set of statistical linear regression models are established using the same data. The conclusions on the basis of the analysis and the established models are presented. The paper provides an assessment of the network structure and a comparison of neural network models for the usual concept of statistical models for the monitoring of dams.
PB  - Civil-Comp Press
C3  - Civil-Comp Proceedings
T1  - Prediction of concrete dam deformation using artificial neural networks
VL  - 109
UR  - https://hdl.handle.net/21.15107/rcub_grafar_668
ER  - 

@conference{
author = "Radovanović, Slobodan and Milivojević, Vladimir and Cirović, V. and Divac, Dejan and Milivojević, Nikola",
year = "2015",
abstract = "The goal of this paper is to assess the effectiveness of using artificial neural networks in the prediction of concrete dam deformation. The aging of dams as a concrete structures poses a significant risk for the environment, and many of them are at the stage where it is necessary to pay attention to their behaviour. Short-term term prediction of deformation is very important for rapid response in the case of any adverse events. Two examples are presented in this paper to investigate how short-term prediction of deformation can be realized by using artificial neural networks. As a comparison, a set of statistical linear regression models are established using the same data. The conclusions on the basis of the analysis and the established models are presented. The paper provides an assessment of the network structure and a comparison of neural network models for the usual concept of statistical models for the monitoring of dams.",
publisher = "Civil-Comp Press",
journal = "Civil-Comp Proceedings",
title = "Prediction of concrete dam deformation using artificial neural networks",
volume = "109",
url = "https://hdl.handle.net/21.15107/rcub_grafar_668"
}

Radovanović, S., Milivojević, V., Cirović, V., Divac, D.,& Milivojević, N.. (2015). Prediction of concrete dam deformation using artificial neural networks. in Civil-Comp Proceedings
Civil-Comp Press., 109.
https://hdl.handle.net/21.15107/rcub_grafar_668

Radovanović S, Milivojević V, Cirović V, Divac D, Milivojević N. Prediction of concrete dam deformation using artificial neural networks. in Civil-Comp Proceedings. 2015;109.
https://hdl.handle.net/21.15107/rcub_grafar_668 .

Radovanović, Slobodan, Milivojević, Vladimir, Cirović, V., Divac, Dejan, Milivojević, Nikola, "Prediction of concrete dam deformation using artificial neural networks" in Civil-Comp Proceedings, 109 (2015),
https://hdl.handle.net/21.15107/rcub_grafar_668 .

TY  - CONF
AU  - Radovanović, Slobodan
AU  - Rakić, Dragan
AU  - Milivojević, NIkola
AU  - Milivojević, Vladimir
PY  - 2014
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/1128
PB  - Građevinski fakultet, Univerzitet Crne Gore, Podgorica
C3  - Zbornik radova / Peti Internacionalni naučno-stručni skup Građevinarstvo nauka i praksa
T1  - Identifikacija parametara modifikovanog Cam-Clay materijalnog modela primenom MKE,
EP  - 1894
SP  - 1887
UR  - https://hdl.handle.net/21.15107/rcub_grafar_1128
ER  - 

@conference{
author = "Radovanović, Slobodan and Rakić, Dragan and Milivojević, NIkola and Milivojević, Vladimir",
year = "2014",
publisher = "Građevinski fakultet, Univerzitet Crne Gore, Podgorica",
journal = "Zbornik radova / Peti Internacionalni naučno-stručni skup Građevinarstvo nauka i praksa",
title = "Identifikacija parametara modifikovanog Cam-Clay materijalnog modela primenom MKE,",
pages = "1894-1887",
url = "https://hdl.handle.net/21.15107/rcub_grafar_1128"
}

Radovanović, S., Rakić, D., Milivojević, N.,& Milivojević, V.. (2014). Identifikacija parametara modifikovanog Cam-Clay materijalnog modela primenom MKE,. in Zbornik radova / Peti Internacionalni naučno-stručni skup Građevinarstvo nauka i praksa
Građevinski fakultet, Univerzitet Crne Gore, Podgorica., 1887-1894.
https://hdl.handle.net/21.15107/rcub_grafar_1128

Radovanović S, Rakić D, Milivojević N, Milivojević V. Identifikacija parametara modifikovanog Cam-Clay materijalnog modela primenom MKE,. in Zbornik radova / Peti Internacionalni naučno-stručni skup Građevinarstvo nauka i praksa. 2014;:1887-1894.
https://hdl.handle.net/21.15107/rcub_grafar_1128 .

Radovanović, Slobodan, Rakić, Dragan, Milivojević, NIkola, Milivojević, Vladimir, "Identifikacija parametara modifikovanog Cam-Clay materijalnog modela primenom MKE," in Zbornik radova / Peti Internacionalni naučno-stručni skup Građevinarstvo nauka i praksa (2014):1887-1894,
https://hdl.handle.net/21.15107/rcub_grafar_1128 .