TY  - CONF
AU  - Jočković, Miloš
AU  - Nefovska-Danilović, Marija
AU  - Borković, Aleksandar
PY  - 2022
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/2820
AB  - Dynamic analysis of a spatially curved Bernoulli-Euler beam subjected to the moving load is considered in this paper. The isogeometric approach is used for the spatial discretization of the weak form of the equation of motion. Both the reference geometry and the solution space are represented using the same NURBS basis functions that guarantee an accurate description of beam’s centerline. The time integration is done by the explicit technique. The presented formulation is validated by the comparison with the existing results from the literature for the curved beam subjected to the constant load moving with the constant velocity.
AB  - У овом раду је приказана динамичка анализа просторне криволинијске Бернули-Ојлерове греде под утицајем покретног оптерећења. Изогеометријски приступ је примењен у циљу просторне дискретизације слабе форме једначина кретања греде. Овај приступ се базира на примени истих базних NURBS функцијa за описивање геометрије и кинематике криволинијске греде, чиме је омогућен тачан приказ системне линије греде. Временска интеграција једначина је извршена применом експлицитне методе. Приказана формулација је валидирана поређењем са резултатима из литературе за случај криволинијске греде оптерећене покретном силом константног интензитета и брзине.
PB  - University of Banja Luka Faculty of Architecture, Civil Engineering and Geodesy
C3  - Proceedings of international conference on contemporary theory and practice in construction XV
T1  - Isogeometric analysis of a spatially curved Bernoulli-Euler beam subjected to moving load
T1  - Изогеметријска анализа утицаја покрентог оптерећења на просторној криволинијској Бернули-Ојлеровој греди
UR  - https://hdl.handle.net/21.15107/rcub_grafar_2820
ER  - 

@conference{
author = "Jočković, Miloš and Nefovska-Danilović, Marija and Borković, Aleksandar",
year = "2022",
abstract = "Dynamic analysis of a spatially curved Bernoulli-Euler beam subjected to the moving load is considered in this paper. The isogeometric approach is used for the spatial discretization of the weak form of the equation of motion. Both the reference geometry and the solution space are represented using the same NURBS basis functions that guarantee an accurate description of beam’s centerline. The time integration is done by the explicit technique. The presented formulation is validated by the comparison with the existing results from the literature for the curved beam subjected to the constant load moving with the constant velocity., У овом раду је приказана динамичка анализа просторне криволинијске Бернули-Ојлерове греде под утицајем покретног оптерећења. Изогеометријски приступ је примењен у циљу просторне дискретизације слабе форме једначина кретања греде. Овај приступ се базира на примени истих базних NURBS функцијa за описивање геометрије и кинематике криволинијске греде, чиме је омогућен тачан приказ системне линије греде. Временска интеграција једначина је извршена применом експлицитне методе. Приказана формулација је валидирана поређењем са резултатима из литературе за случај криволинијске греде оптерећене покретном силом константног интензитета и брзине.",
publisher = "University of Banja Luka Faculty of Architecture, Civil Engineering and Geodesy",
journal = "Proceedings of international conference on contemporary theory and practice in construction XV",
title = "Isogeometric analysis of a spatially curved Bernoulli-Euler beam subjected to moving load, Изогеметријска анализа утицаја покрентог оптерећења на просторној криволинијској Бернули-Ојлеровој греди",
url = "https://hdl.handle.net/21.15107/rcub_grafar_2820"
}

Jočković, M., Nefovska-Danilović, M.,& Borković, A.. (2022). Isogeometric analysis of a spatially curved Bernoulli-Euler beam subjected to moving load. in Proceedings of international conference on contemporary theory and practice in construction XV
University of Banja Luka Faculty of Architecture, Civil Engineering and Geodesy..
https://hdl.handle.net/21.15107/rcub_grafar_2820

Jočković M, Nefovska-Danilović M, Borković A. Isogeometric analysis of a spatially curved Bernoulli-Euler beam subjected to moving load. in Proceedings of international conference on contemporary theory and practice in construction XV. 2022;.
https://hdl.handle.net/21.15107/rcub_grafar_2820 .

Jočković, Miloš, Nefovska-Danilović, Marija, Borković, Aleksandar, "Isogeometric analysis of a spatially curved Bernoulli-Euler beam subjected to moving load" in Proceedings of international conference on contemporary theory and practice in construction XV (2022),
https://hdl.handle.net/21.15107/rcub_grafar_2820 .

TY  - JOUR
AU  - Jočković, Miloš
AU  - Nefovska-Danilović, Marija
AU  - Borković, Aleksandar
PY  - 2022
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/2928
AB  - This paper considers the dynamic analysis of a spatially curved Bernoulli-Euler beam subjected to a moving load. The isogeometric approach is used for the spatial discretization of the weak form of the equation of motion. Both the reference geometry and the solution space are represented using the same NURBS basis functions that guarantee an accurate description of the beam centerline. The time integration is done by the explicit technique. The presented formulation is validated by the comparison with the existing results from the literature for the curved beam subjected to a constant load moving with a constant velocity. In addition, the influence of the moving load velocity on the dynamic response of a spatially curved beam has been investigated.
AB  - У овом раду је приказана динамичка анализа просторне криволинијске Бернули-Ојлерове греде под утицајем покретног оптерећења. Изогеометријски приступ је примењен у циљу просторне дискретизације слабе форме једначина кретања греде. Овај приступ се базира на примени истих базних NURBS функцијa за описивање геометрије и кинематике криволинијске греде, чиме је омогућен тачан приказ системне линије греде. Временска интеграција једначина је извршена применом експлицитне методе. Приказана формулација је валидирана поређењем са резултатима из литературе за случај криволинијске греде оптерећене покретном силом константног интензитета и брзине. Такође је извршена и анализа утицаја брзине кретања покрене силе на динамички одговор просторне криволинијске греде.
T2  - AGG+ Journal for Architecture, Civil Engineering, Geodesy and Related Scientific Fields
T1  - Linear dynamic analysis of a spatially curved Bernoulli-Euler beam subjected to a moving load
T1  - Линеарна динамичка анализа утицаја покретног оптерећења на просторној криволинијској Бернули-Ојлеровој греди
VL  - 10
UR  - https://hdl.handle.net/21.15107/rcub_grafar_2928
ER  - 

@article{
author = "Jočković, Miloš and Nefovska-Danilović, Marija and Borković, Aleksandar",
year = "2022",
abstract = "This paper considers the dynamic analysis of a spatially curved Bernoulli-Euler beam subjected to a moving load. The isogeometric approach is used for the spatial discretization of the weak form of the equation of motion. Both the reference geometry and the solution space are represented using the same NURBS basis functions that guarantee an accurate description of the beam centerline. The time integration is done by the explicit technique. The presented formulation is validated by the comparison with the existing results from the literature for the curved beam subjected to a constant load moving with a constant velocity. In addition, the influence of the moving load velocity on the dynamic response of a spatially curved beam has been investigated., У овом раду је приказана динамичка анализа просторне криволинијске Бернули-Ојлерове греде под утицајем покретног оптерећења. Изогеометријски приступ је примењен у циљу просторне дискретизације слабе форме једначина кретања греде. Овај приступ се базира на примени истих базних NURBS функцијa за описивање геометрије и кинематике криволинијске греде, чиме је омогућен тачан приказ системне линије греде. Временска интеграција једначина је извршена применом експлицитне методе. Приказана формулација је валидирана поређењем са резултатима из литературе за случај криволинијске греде оптерећене покретном силом константног интензитета и брзине. Такође је извршена и анализа утицаја брзине кретања покрене силе на динамички одговор просторне криволинијске греде.",
journal = "AGG+ Journal for Architecture, Civil Engineering, Geodesy and Related Scientific Fields",
title = "Linear dynamic analysis of a spatially curved Bernoulli-Euler beam subjected to a moving load, Линеарна динамичка анализа утицаја покретног оптерећења на просторној криволинијској Бернули-Ојлеровој греди",
volume = "10",
url = "https://hdl.handle.net/21.15107/rcub_grafar_2928"
}

Jočković, M., Nefovska-Danilović, M.,& Borković, A.. (2022). Linear dynamic analysis of a spatially curved Bernoulli-Euler beam subjected to a moving load. in AGG+ Journal for Architecture, Civil Engineering, Geodesy and Related Scientific Fields, 10.
https://hdl.handle.net/21.15107/rcub_grafar_2928

Jočković M, Nefovska-Danilović M, Borković A. Linear dynamic analysis of a spatially curved Bernoulli-Euler beam subjected to a moving load. in AGG+ Journal for Architecture, Civil Engineering, Geodesy and Related Scientific Fields. 2022;10.
https://hdl.handle.net/21.15107/rcub_grafar_2928 .

Jočković, Miloš, Nefovska-Danilović, Marija, Borković, Aleksandar, "Linear dynamic analysis of a spatially curved Bernoulli-Euler beam subjected to a moving load" in AGG+ Journal for Architecture, Civil Engineering, Geodesy and Related Scientific Fields, 10 (2022),
https://hdl.handle.net/21.15107/rcub_grafar_2928 .

TY  - CONF
AU  - Marjanović, Miroslav
AU  - Milojević, Marija
AU  - Jočković, Miloš
PY  - 2022
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/2710
AB  - Design and construction of large wind farms requires preliminary measurement of wind energy potential at the future wind farm location. For these purposes, anemometer steel guyed masts are used, which carry equipment for measuring wind speed and direction at different altitudes. This paper will present some important aspects in the analysis, structural design, foundation and assembly of steel masts, identified during the design (by the authors) and construction of several such structures in the Republic of Serbia in the last three years.
AB  - Projektovanje i izgradnja velikih vetroparkova zahteva prethodno merenje vetroenergetskog potencijala na predmetnoj lokaciji. Za ove potrebe, koriste se anemometarski čelični stubovi (jarboli) koji nose opremu za merenje brzine i pravca vetra na različitim visinskim novoima. U ovom radu biće prikazane neke specifičnosti u analizi, konstrukcijskom oblikovanju, fundiranju i montaži čeličnih jarbola, uočene tokom projektovanja (od strane autora) i izgradnje više ovakvih konstrukcija u Republici Srbiji u poslednje tri godine.
PB  - Association of Structural Engineers of Serbia
C3  - 16th Congress hosted by Association of Structural Engineers of Serbia
T1  - Important aspects in design of anemometric steel masts in the Republic of Serbia
EP  - 503
SP  - 492
UR  - https://hdl.handle.net/21.15107/rcub_grafar_2710
ER  - 

@conference{
author = "Marjanović, Miroslav and Milojević, Marija and Jočković, Miloš",
year = "2022",
abstract = "Design and construction of large wind farms requires preliminary measurement of wind energy potential at the future wind farm location. For these purposes, anemometer steel guyed masts are used, which carry equipment for measuring wind speed and direction at different altitudes. This paper will present some important aspects in the analysis, structural design, foundation and assembly of steel masts, identified during the design (by the authors) and construction of several such structures in the Republic of Serbia in the last three years., Projektovanje i izgradnja velikih vetroparkova zahteva prethodno merenje vetroenergetskog potencijala na predmetnoj lokaciji. Za ove potrebe, koriste se anemometarski čelični stubovi (jarboli) koji nose opremu za merenje brzine i pravca vetra na različitim visinskim novoima. U ovom radu biće prikazane neke specifičnosti u analizi, konstrukcijskom oblikovanju, fundiranju i montaži čeličnih jarbola, uočene tokom projektovanja (od strane autora) i izgradnje više ovakvih konstrukcija u Republici Srbiji u poslednje tri godine.",
publisher = "Association of Structural Engineers of Serbia",
journal = "16th Congress hosted by Association of Structural Engineers of Serbia",
title = "Important aspects in design of anemometric steel masts in the Republic of Serbia",
pages = "503-492",
url = "https://hdl.handle.net/21.15107/rcub_grafar_2710"
}

Marjanović, M., Milojević, M.,& Jočković, M.. (2022). Important aspects in design of anemometric steel masts in the Republic of Serbia. in 16th Congress hosted by Association of Structural Engineers of Serbia
Association of Structural Engineers of Serbia., 492-503.
https://hdl.handle.net/21.15107/rcub_grafar_2710

Marjanović M, Milojević M, Jočković M. Important aspects in design of anemometric steel masts in the Republic of Serbia. in 16th Congress hosted by Association of Structural Engineers of Serbia. 2022;:492-503.
https://hdl.handle.net/21.15107/rcub_grafar_2710 .

Marjanović, Miroslav, Milojević, Marija, Jočković, Miloš, "Important aspects in design of anemometric steel masts in the Republic of Serbia" in 16th Congress hosted by Association of Structural Engineers of Serbia (2022):492-503,
https://hdl.handle.net/21.15107/rcub_grafar_2710 .

TY  - THES
AU  - Jočković, Miloš
PY  - 2021
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/2391
AB  - Accurate numerical modeling of curved beams is of significant importance in different engineering fields. Several challenges can be present during the curved beam formulation, primarily due to the issues regarding the beam geometry, discretization and beam theory assumptions.
In this dissertation, the isogeometric approach is applied in the dynamic analysis of spatial curved beams. A novel beam element was formulated using the Bernoulli - Euler hypothesis and the fundamental relations of the differential geometry, as well as the Cauchy continuum beam model. The geometry of the beam, as well as the displacement, velocity and acceleration fields, were defined using the Non-Uniform Rational B-Spline (NURBS) basis functions, which present the basis concept of the isogeometric approach. Complex geometry of the curved beams can be modeled accurately using NURBS - based isogeometric approach. Formulation of the spatial beam is conducted for the linear case, while the geometrically nonlinear formulation is conducted only for the plane curved beam using an explicit integration procedure. Free and forced vibration analyses of the curved beams are studied. In the latter, the influence of the moving mass on the curved beams is analyzed. The presented approach had shown that, in comparison to the classical finite element method (FEM), a less number of degrees of freedom are required in order to obtain accurate results. Consequently, fewer computational resources are needed to reach the appropriate level of accuracy for the curved beams. This makes the presented approach competitive with the conventional FEM, especially in the analysis of the flexible spatial engineering structures with complex geometry.
AB  - Tačno numeričko modeliranje krivolinijskih grednih nosača je od izuzetnog značaja u mnogim inženjerskim oblastima. Geometrija krivolinijskog grednog nosača, diskretizacija grede kao i potrebne pretpostavke grede, predstavljaju poteškoće prilikom formulacije krivolinijskog grednog elementa.
U ovom radu je primenjen izogeometrijski pristup u dinamičkoj analizi prostornih krivolinijskih grednih nosača. Novi gredni element je definisan primenom Bernuli - Ojlerove pretpostavke, kao i osnovnih relacija diferencijalne geometrije i mehanike kontinuuma Košijeve grede. Geometrija grede, kao i polje pomeranja, brzine i ubrzanja su definisani primenom NURBS baznih funkcija, što predstavlja fundamentalnu osobinu isogeometrijskog pristupa. Složena geometrija krivolinijskog grednog nosača može se tačno modelirati primenom izogeometrijskog pristupa zasnovanog na NURBS baznim funkcijama. Formulacija prostornog krivolinijskog grednog nosača je izvedena u uslovina linearne teorije, dok je geometrijski nelinearna teorija primenjena samo na ravanskom krivolinijskom grednom nosaču, primenom eksplicitne metode integracije. Izvšena je analiza slobodnih i prinudnih vibracija. Analiza prinudnih vibracija je fokusirana na uticaj pokretnog opterećenja na krivolinijski gredni nosač. Primenom date formulacije dobijeni su rezultati zadovoljavajuće tačnosti sa manje stepeni slobode u poredjenju sa klasicnom metodom konačnih elemenata. U sladu sa tim, u cilju dobijanja rezultata zadovoljavajuće tačnosti krivolinijskog grednog nosača nepohodna je primena manje resursa. Ovo čini prikazani pristup konkurentnijim klasičnoj metodi konačnih elemenata u analizi fleksibilnih inženjerskih konstrukcija sa složenom geometrijom.
T2  - Univerzitet u Beogradu
T1  - Isogeometric approach in dynamic analysis of spatial curved beams
T1  - Izogeometrijski pristup u dinamičkoj analizi prostornih krivolinijskih grednih nosača
UR  - https://hdl.handle.net/21.15107/rcub_grafar_2391
ER  - 

@phdthesis{
author = "Jočković, Miloš",
year = "2021",
abstract = "Accurate numerical modeling of curved beams is of significant importance in different engineering fields. Several challenges can be present during the curved beam formulation, primarily due to the issues regarding the beam geometry, discretization and beam theory assumptions.
In this dissertation, the isogeometric approach is applied in the dynamic analysis of spatial curved beams. A novel beam element was formulated using the Bernoulli - Euler hypothesis and the fundamental relations of the differential geometry, as well as the Cauchy continuum beam model. The geometry of the beam, as well as the displacement, velocity and acceleration fields, were defined using the Non-Uniform Rational B-Spline (NURBS) basis functions, which present the basis concept of the isogeometric approach. Complex geometry of the curved beams can be modeled accurately using NURBS - based isogeometric approach. Formulation of the spatial beam is conducted for the linear case, while the geometrically nonlinear formulation is conducted only for the plane curved beam using an explicit integration procedure. Free and forced vibration analyses of the curved beams are studied. In the latter, the influence of the moving mass on the curved beams is analyzed. The presented approach had shown that, in comparison to the classical finite element method (FEM), a less number of degrees of freedom are required in order to obtain accurate results. Consequently, fewer computational resources are needed to reach the appropriate level of accuracy for the curved beams. This makes the presented approach competitive with the conventional FEM, especially in the analysis of the flexible spatial engineering structures with complex geometry., Tačno numeričko modeliranje krivolinijskih grednih nosača je od izuzetnog značaja u mnogim inženjerskim oblastima. Geometrija krivolinijskog grednog nosača, diskretizacija grede kao i potrebne pretpostavke grede, predstavljaju poteškoće prilikom formulacije krivolinijskog grednog elementa.
U ovom radu je primenjen izogeometrijski pristup u dinamičkoj analizi prostornih krivolinijskih grednih nosača. Novi gredni element je definisan primenom Bernuli - Ojlerove pretpostavke, kao i osnovnih relacija diferencijalne geometrije i mehanike kontinuuma Košijeve grede. Geometrija grede, kao i polje pomeranja, brzine i ubrzanja su definisani primenom NURBS baznih funkcija, što predstavlja fundamentalnu osobinu isogeometrijskog pristupa. Složena geometrija krivolinijskog grednog nosača može se tačno modelirati primenom izogeometrijskog pristupa zasnovanog na NURBS baznim funkcijama. Formulacija prostornog krivolinijskog grednog nosača je izvedena u uslovina linearne teorije, dok je geometrijski nelinearna teorija primenjena samo na ravanskom krivolinijskom grednom nosaču, primenom eksplicitne metode integracije. Izvšena je analiza slobodnih i prinudnih vibracija. Analiza prinudnih vibracija je fokusirana na uticaj pokretnog opterećenja na krivolinijski gredni nosač. Primenom date formulacije dobijeni su rezultati zadovoljavajuće tačnosti sa manje stepeni slobode u poredjenju sa klasicnom metodom konačnih elemenata. U sladu sa tim, u cilju dobijanja rezultata zadovoljavajuće tačnosti krivolinijskog grednog nosača nepohodna je primena manje resursa. Ovo čini prikazani pristup konkurentnijim klasičnoj metodi konačnih elemenata u analizi fleksibilnih inženjerskih konstrukcija sa složenom geometrijom.",
journal = "Univerzitet u Beogradu",
title = "Isogeometric approach in dynamic analysis of spatial curved beams, Izogeometrijski pristup u dinamičkoj analizi prostornih krivolinijskih grednih nosača",
url = "https://hdl.handle.net/21.15107/rcub_grafar_2391"
}

Jočković, M.. (2021). Isogeometric approach in dynamic analysis of spatial curved beams. in Univerzitet u Beogradu.
https://hdl.handle.net/21.15107/rcub_grafar_2391

Jočković M. Isogeometric approach in dynamic analysis of spatial curved beams. in Univerzitet u Beogradu. 2021;.
https://hdl.handle.net/21.15107/rcub_grafar_2391 .

Jočković, Miloš, "Isogeometric approach in dynamic analysis of spatial curved beams" in Univerzitet u Beogradu (2021),
https://hdl.handle.net/21.15107/rcub_grafar_2391 .

TY  - CONF
AU  - Jočković, Miloš
AU  - Nefovska-Danilović, Marija
PY  - 2021
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/2392
AB  - In this paper, linear transient analysis of spatial curved Bernoulli – Euler beam with circular cross – section formulated using isogeometric approach has been presented. The isogeometric approach is based on the concept that the geometry of the beam, as well as the displacement field are defined using the Non – Uniform Rational B – Spline (NURBS) functions. Governing equations of motions are derived using the basic relations of the differential geometry and continuum mechanics. In order to conduct transient analysis, time discretization has been employed using explicit integration scheme. The validation of the proposed method has been carried out for the spatial curved cantilever beam subjected to the point load with constant magnitude. The results of the free end displacements obtained using proposed method have shown excellent convergence properties and agreement with the results obtained using finite element-based software. In comparison to the conventional finite element method, less number of degrees of freedom are required in order to obtain accurate results.
PB  - Serbian Society of Mechanics
C3  - Proceedings of 8th International Congress of Serbian Society of Mechanics, Kragujevac, Serbia, June 28-30, 2021
T1  - Linear transient analysis of spatial curved Bernoulli – Euler beam using isogeometric approach
EP  - 201
SP  - 194
UR  - https://hdl.handle.net/21.15107/rcub_grafar_2392
ER  - 

@conference{
author = "Jočković, Miloš and Nefovska-Danilović, Marija",
year = "2021",
abstract = "In this paper, linear transient analysis of spatial curved Bernoulli – Euler beam with circular cross – section formulated using isogeometric approach has been presented. The isogeometric approach is based on the concept that the geometry of the beam, as well as the displacement field are defined using the Non – Uniform Rational B – Spline (NURBS) functions. Governing equations of motions are derived using the basic relations of the differential geometry and continuum mechanics. In order to conduct transient analysis, time discretization has been employed using explicit integration scheme. The validation of the proposed method has been carried out for the spatial curved cantilever beam subjected to the point load with constant magnitude. The results of the free end displacements obtained using proposed method have shown excellent convergence properties and agreement with the results obtained using finite element-based software. In comparison to the conventional finite element method, less number of degrees of freedom are required in order to obtain accurate results.",
publisher = "Serbian Society of Mechanics",
journal = "Proceedings of 8th International Congress of Serbian Society of Mechanics, Kragujevac, Serbia, June 28-30, 2021",
title = "Linear transient analysis of spatial curved Bernoulli – Euler beam using isogeometric approach",
pages = "201-194",
url = "https://hdl.handle.net/21.15107/rcub_grafar_2392"
}

Jočković, M.,& Nefovska-Danilović, M.. (2021). Linear transient analysis of spatial curved Bernoulli – Euler beam using isogeometric approach. in Proceedings of 8th International Congress of Serbian Society of Mechanics, Kragujevac, Serbia, June 28-30, 2021
Serbian Society of Mechanics., 194-201.
https://hdl.handle.net/21.15107/rcub_grafar_2392

Jočković M, Nefovska-Danilović M. Linear transient analysis of spatial curved Bernoulli – Euler beam using isogeometric approach. in Proceedings of 8th International Congress of Serbian Society of Mechanics, Kragujevac, Serbia, June 28-30, 2021. 2021;:194-201.
https://hdl.handle.net/21.15107/rcub_grafar_2392 .

Jočković, Miloš, Nefovska-Danilović, Marija, "Linear transient analysis of spatial curved Bernoulli – Euler beam using isogeometric approach" in Proceedings of 8th International Congress of Serbian Society of Mechanics, Kragujevac, Serbia, June 28-30, 2021 (2021):194-201,
https://hdl.handle.net/21.15107/rcub_grafar_2392 .

TY  - CONF
AU  - Jočković, Miloš
AU  - Nefovska-Danilović, Marija
PY  - 2020
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/2071
AB  - In this paper dynamic analysis of a curved Bernoulli – Euler beam subjected to a moving load is presented. Moving load is modelled as a single force with constant magnitude and direction, which moves along its trajectory. Plane curved Bernoulli – Euler beam element is formulated using isogeometric approach where both the displacement field and geometry of the beam are described using NURBS basis functions. Behavior of the beam element is defined and studied in the case of linear formulation where displacements and displacement gradients are assumed to be small. Validation of the proposed approach is presented for the plane curved beam subjected to moving load with constant velocity, magnitude and direction.
T1  - Isogeometric based dynamic analysis of Bernoulli Euler curved beam subjected to moving load
UR  - https://hdl.handle.net/21.15107/rcub_grafar_2071
ER  - 

@conference{
author = "Jočković, Miloš and Nefovska-Danilović, Marija",
year = "2020",
abstract = "In this paper dynamic analysis of a curved Bernoulli – Euler beam subjected to a moving load is presented. Moving load is modelled as a single force with constant magnitude and direction, which moves along its trajectory. Plane curved Bernoulli – Euler beam element is formulated using isogeometric approach where both the displacement field and geometry of the beam are described using NURBS basis functions. Behavior of the beam element is defined and studied in the case of linear formulation where displacements and displacement gradients are assumed to be small. Validation of the proposed approach is presented for the plane curved beam subjected to moving load with constant velocity, magnitude and direction.",
title = "Isogeometric based dynamic analysis of Bernoulli Euler curved beam subjected to moving load",
url = "https://hdl.handle.net/21.15107/rcub_grafar_2071"
}

Jočković, M.,& Nefovska-Danilović, M.. (2020). Isogeometric based dynamic analysis of Bernoulli Euler curved beam subjected to moving load. .
https://hdl.handle.net/21.15107/rcub_grafar_2071

Jočković M, Nefovska-Danilović M. Isogeometric based dynamic analysis of Bernoulli Euler curved beam subjected to moving load. 2020;.
https://hdl.handle.net/21.15107/rcub_grafar_2071 .

Jočković, Miloš, Nefovska-Danilović, Marija, "Isogeometric based dynamic analysis of Bernoulli Euler curved beam subjected to moving load" (2020),
https://hdl.handle.net/21.15107/rcub_grafar_2071 .

TY  - CONF
AU  - Jočković, Miloš
AU  - Radenković, Gligor
AU  - Nefovska-Danilović, Marija
PY  - 2019
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/2072
AB  - In this paper the linear free vibration analysis of an arbitrarily curved spatial Bernoulli – Euler beam with circular cross section using isogeometric approach has been presented. In order to carry out free vibration analysis of the beam, the stiffness and mass matrices have been derived using basic properties of the continuum mechanics and differential geometry. The isogeometric approach is based on the idea that both the geometry and the displacement fields are described using the same basis functions - NURBS (Non – Uniform Rational B – Spline). The validation of
the proposed approach has been carried out on the spatial beam with arbitrary shape. Natural frequencies and mode shapes have shown good agreement with the results obtained using software based on classical finite element method.
T1  - Free vibration analysis of curved spatial Bernoulli-Euler beam with circular cross section using isogeometric approach
UR  - https://hdl.handle.net/21.15107/rcub_grafar_2072
ER  - 

@conference{
author = "Jočković, Miloš and Radenković, Gligor and Nefovska-Danilović, Marija",
year = "2019",
abstract = "In this paper the linear free vibration analysis of an arbitrarily curved spatial Bernoulli – Euler beam with circular cross section using isogeometric approach has been presented. In order to carry out free vibration analysis of the beam, the stiffness and mass matrices have been derived using basic properties of the continuum mechanics and differential geometry. The isogeometric approach is based on the idea that both the geometry and the displacement fields are described using the same basis functions - NURBS (Non – Uniform Rational B – Spline). The validation of
the proposed approach has been carried out on the spatial beam with arbitrary shape. Natural frequencies and mode shapes have shown good agreement with the results obtained using software based on classical finite element method.",
title = "Free vibration analysis of curved spatial Bernoulli-Euler beam with circular cross section using isogeometric approach",
url = "https://hdl.handle.net/21.15107/rcub_grafar_2072"
}

Jočković, M., Radenković, G.,& Nefovska-Danilović, M.. (2019). Free vibration analysis of curved spatial Bernoulli-Euler beam with circular cross section using isogeometric approach. .
https://hdl.handle.net/21.15107/rcub_grafar_2072

Jočković M, Radenković G, Nefovska-Danilović M. Free vibration analysis of curved spatial Bernoulli-Euler beam with circular cross section using isogeometric approach. 2019;.
https://hdl.handle.net/21.15107/rcub_grafar_2072 .

Jočković, Miloš, Radenković, Gligor, Nefovska-Danilović, Marija, "Free vibration analysis of curved spatial Bernoulli-Euler beam with circular cross section using isogeometric approach" (2019),
https://hdl.handle.net/21.15107/rcub_grafar_2072 .

TY  - CHAP
AU  - Jočković, Miloš
AU  - Radenković, Gligor
AU  - Nefovska-Danilović, Marija
PY  - 2019
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/2074
AB  - У овом раду приказана је анализа слободних вибрација просторних гредних Бернули – Ојлерових носача произвољног облика применом изогеометријског приступа. Изогеометријским приступом геометрија носача се описује на исти начин као и поље померања, тј. дискретизација геометрије и поља померања се врши истим базним фунцијама, NURBS (Non – Uniform Rational B – Spline). Применом основних принципа диференцијалне геометрије и механике континуума изведене су матрица крутости и матрица маса гредног носача. Резултати сопствених фреквенција као и облика осциловања добијених применом изогеометријског приступа су упоређени са резултатима добијеним применом софтвера Abaqus. Добијени резултати применом изогеометријског приступа су показали задовољавајућу тачност и брзу конвергенцију.
T1  - Izogeometrijski pristup u analizi slobodnih vibracija prostornih Bernuli – Ojlerovih grednih nosača
UR  - https://hdl.handle.net/21.15107/rcub_grafar_2074
ER  - 

@inbook{
author = "Jočković, Miloš and Radenković, Gligor and Nefovska-Danilović, Marija",
year = "2019",
abstract = "У овом раду приказана је анализа слободних вибрација просторних гредних Бернули – Ојлерових носача произвољног облика применом изогеометријског приступа. Изогеометријским приступом геометрија носача се описује на исти начин као и поље померања, тј. дискретизација геометрије и поља померања се врши истим базним фунцијама, NURBS (Non – Uniform Rational B – Spline). Применом основних принципа диференцијалне геометрије и механике континуума изведене су матрица крутости и матрица маса гредног носача. Резултати сопствених фреквенција као и облика осциловања добијених применом изогеометријског приступа су упоређени са резултатима добијеним применом софтвера Abaqus. Добијени резултати применом изогеометријског приступа су показали задовољавајућу тачност и брзу конвергенцију.",
booktitle = "Izogeometrijski pristup u analizi slobodnih vibracija prostornih Bernuli – Ojlerovih grednih nosača",
url = "https://hdl.handle.net/21.15107/rcub_grafar_2074"
}

Jočković, M., Radenković, G.,& Nefovska-Danilović, M.. (2019). Izogeometrijski pristup u analizi slobodnih vibracija prostornih Bernuli – Ojlerovih grednih nosača. .
https://hdl.handle.net/21.15107/rcub_grafar_2074

Jočković M, Radenković G, Nefovska-Danilović M. Izogeometrijski pristup u analizi slobodnih vibracija prostornih Bernuli – Ojlerovih grednih nosača. 2019;.
https://hdl.handle.net/21.15107/rcub_grafar_2074 .

Jočković, Miloš, Radenković, Gligor, Nefovska-Danilović, Marija, "Izogeometrijski pristup u analizi slobodnih vibracija prostornih Bernuli – Ojlerovih grednih nosača" (2019),
https://hdl.handle.net/21.15107/rcub_grafar_2074 .

TY  - JOUR
AU  - Jočković, Miloš
AU  - Radenković, Gligor
AU  - Nefovska-Danilović, Marija
AU  - Baitsch, M.
PY  - 2019
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/986
AB  - This paper deals with the linear free vibration analysis of Bernoulli–Euler and Rayleigh curved beams using isogeometric approach. The geometry of the beam as well as the displacement field are defined using the NURBS basis functions which present the basic concept of the isogeometric analysis. A novel approach based on the fundamental relations of the differential geometry and Cauchy continuum beam model is presented and applied to derive the stiffness and consistent mass matrices of the corresponding spatial curved beam element. In the Bernoulli–Euler beam element only translational and torsional inertia are taken into account, while the Rayleigh beam element takes all inertial terms into consideration. Due to their formulation, isogeometric beam elements can be used for the dynamic analysis of spatial curved beams. Several illustrative examples have been chosen in order to check the convergence and accuracy of the proposed method. The results have been compared with the available data from the literature as well as with the finite element solutions.
PB  - Elsevier Inc.
T2  - Applied Mathematical Modelling
T1  - Free vibration analysis of spatial Bernoulli–Euler and Rayleigh curved beams using isogeometric approach
EP  - 172
SP  - 152
VL  - 71
DO  - 10.1016/j.apm.2019.02.002
ER  - 

@article{
author = "Jočković, Miloš and Radenković, Gligor and Nefovska-Danilović, Marija and Baitsch, M.",
year = "2019",
abstract = "This paper deals with the linear free vibration analysis of Bernoulli–Euler and Rayleigh curved beams using isogeometric approach. The geometry of the beam as well as the displacement field are defined using the NURBS basis functions which present the basic concept of the isogeometric analysis. A novel approach based on the fundamental relations of the differential geometry and Cauchy continuum beam model is presented and applied to derive the stiffness and consistent mass matrices of the corresponding spatial curved beam element. In the Bernoulli–Euler beam element only translational and torsional inertia are taken into account, while the Rayleigh beam element takes all inertial terms into consideration. Due to their formulation, isogeometric beam elements can be used for the dynamic analysis of spatial curved beams. Several illustrative examples have been chosen in order to check the convergence and accuracy of the proposed method. The results have been compared with the available data from the literature as well as with the finite element solutions.",
publisher = "Elsevier Inc.",
journal = "Applied Mathematical Modelling",
title = "Free vibration analysis of spatial Bernoulli–Euler and Rayleigh curved beams using isogeometric approach",
pages = "172-152",
volume = "71",
doi = "10.1016/j.apm.2019.02.002"
}

Jočković, M., Radenković, G., Nefovska-Danilović, M.,& Baitsch, M.. (2019). Free vibration analysis of spatial Bernoulli–Euler and Rayleigh curved beams using isogeometric approach. in Applied Mathematical Modelling
Elsevier Inc.., 71, 152-172.
https://doi.org/10.1016/j.apm.2019.02.002

Jočković M, Radenković G, Nefovska-Danilović M, Baitsch M. Free vibration analysis of spatial Bernoulli–Euler and Rayleigh curved beams using isogeometric approach. in Applied Mathematical Modelling. 2019;71:152-172.
doi:10.1016/j.apm.2019.02.002 .

Jočković, Miloš, Radenković, Gligor, Nefovska-Danilović, Marija, Baitsch, M., "Free vibration analysis of spatial Bernoulli–Euler and Rayleigh curved beams using isogeometric approach" in Applied Mathematical Modelling, 71 (2019):152-172,
https://doi.org/10.1016/j.apm.2019.02.002 . .

TY  - CONF
AU  - Petronijević, Mira
AU  - Nefovska-Danilović, Marija
AU  - Radišić, Marko
AU  - Jočković, Miloš
PY  - 2018
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/1633
AB  - U ovom radu dat je kratak prikaz nekih od najznačajnijih rezultata učesnika projekta TR36046: „Istraživanje dejstva vibracija na ljude i objekte u cilju održivog razvoja gradova“, Ministarstva prosvete, nauke i tehnološkog razvoja Republike Srbije. Opisan je način nastanka i prostiranja vibracija, kao i način procene dejstva vibracija na objekte i ljude sa osvrtom na nemačke i britanske standarde. Predstavljeni su empirijski i numerički modeli za analizu vibracija od saobraćaja na osnovu izvršenih merenja.
AB  - This paper presents some of the most important results of the project TR36046: “Investigation of vibration effects on humans and buildings in the aim of the sustainable development of cities” financed by the Ministry of Education, Science and Technological Development of the Republic of Serbia. The paper describes the vibrations generation and propagation as well as the estimation of the effects of vibrations on objects and people with a reference to German and British standards. Empirical and numerical models for the traffic induced vibrations analysis based on the performed measurements were presented.
PB  - Društvo građevinskih konstruktera Srbije, Beograd
C3  - Zbornik radova sa nacionalnog kongresa DGKS / Društvо građevinskih konstruktera Srbije, 15. kongres, 6-8. septembar 2018, Zlatibor
T1  - Istraživanje dejstva vibracija na ljude i objekte u cilju održivog razvoja gradova
T1  - Development of sustainable cities: effect of traffic induced vibrations on buildings and humans
EP  - 556
SP  - 547
UR  - https://hdl.handle.net/21.15107/rcub_grafar_1633
ER  - 

@conference{
author = "Petronijević, Mira and Nefovska-Danilović, Marija and Radišić, Marko and Jočković, Miloš",
year = "2018",
abstract = "U ovom radu dat je kratak prikaz nekih od najznačajnijih rezultata učesnika projekta TR36046: „Istraživanje dejstva vibracija na ljude i objekte u cilju održivog razvoja gradova“, Ministarstva prosvete, nauke i tehnološkog razvoja Republike Srbije. Opisan je način nastanka i prostiranja vibracija, kao i način procene dejstva vibracija na objekte i ljude sa osvrtom na nemačke i britanske standarde. Predstavljeni su empirijski i numerički modeli za analizu vibracija od saobraćaja na osnovu izvršenih merenja., This paper presents some of the most important results of the project TR36046: “Investigation of vibration effects on humans and buildings in the aim of the sustainable development of cities” financed by the Ministry of Education, Science and Technological Development of the Republic of Serbia. The paper describes the vibrations generation and propagation as well as the estimation of the effects of vibrations on objects and people with a reference to German and British standards. Empirical and numerical models for the traffic induced vibrations analysis based on the performed measurements were presented.",
publisher = "Društvo građevinskih konstruktera Srbije, Beograd",
journal = "Zbornik radova sa nacionalnog kongresa DGKS / Društvо građevinskih konstruktera Srbije, 15. kongres, 6-8. septembar 2018, Zlatibor",
title = "Istraživanje dejstva vibracija na ljude i objekte u cilju održivog razvoja gradova, Development of sustainable cities: effect of traffic induced vibrations on buildings and humans",
pages = "556-547",
url = "https://hdl.handle.net/21.15107/rcub_grafar_1633"
}

Petronijević, M., Nefovska-Danilović, M., Radišić, M.,& Jočković, M.. (2018). Istraživanje dejstva vibracija na ljude i objekte u cilju održivog razvoja gradova. in Zbornik radova sa nacionalnog kongresa DGKS / Društvо građevinskih konstruktera Srbije, 15. kongres, 6-8. septembar 2018, Zlatibor
Društvo građevinskih konstruktera Srbije, Beograd., 547-556.
https://hdl.handle.net/21.15107/rcub_grafar_1633

Petronijević M, Nefovska-Danilović M, Radišić M, Jočković M. Istraživanje dejstva vibracija na ljude i objekte u cilju održivog razvoja gradova. in Zbornik radova sa nacionalnog kongresa DGKS / Društvо građevinskih konstruktera Srbije, 15. kongres, 6-8. septembar 2018, Zlatibor. 2018;:547-556.
https://hdl.handle.net/21.15107/rcub_grafar_1633 .

Petronijević, Mira, Nefovska-Danilović, Marija, Radišić, Marko, Jočković, Miloš, "Istraživanje dejstva vibracija na ljude i objekte u cilju održivog razvoja gradova" in Zbornik radova sa nacionalnog kongresa DGKS / Društvо građevinskih konstruktera Srbije, 15. kongres, 6-8. septembar 2018, Zlatibor (2018):547-556,
https://hdl.handle.net/21.15107/rcub_grafar_1633 .

TY  - CONF
AU  - Jočković, Miloš
AU  - Baitsch, Matthias
AU  - Nefovska-Danilović, Marija
PY  - 2017
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/1573
AB  - Isogeometric analysis (IGA) is based on a concept that uses the same base functions for representing both the model geometry and the solution space. The most common base functions used in the IGA are NURBS (Non-Uniform Rational B-Splines) functions for their capability to analytically represent various geometries. In this paper, the IGA is applied in the free vibration analysis of rotation-free plane curved Bernoulli-Euler beam. The stiffness and mass matrices have been developed using basic concepts of continuum mechanics and the principle of virtual work. Geometry of the undeformed and deformed beam is defined using convective coordinates and cross section basis vectors. Results of the free vibration analysis for beam with arbitrary curvature are compared with the results obtained from the conventional finite element method (FEM) software. The significant advantages of the IGA approach over the FEM are shown and discussed.
PB  - Serbian Society of Mechanics ; Faculty of Mechanical Engineering, University of Belgrade,Belgrade, Beograd
C3  - Proceedings / The 6th International Congress of Serbian Society of Mechanics, Tara, June 19-21, 2017
T1  - Free vibration analysis of curved Bernoulli-Euler beam using isogeometric approach
EP  - 134
SP  - 134
UR  - https://hdl.handle.net/21.15107/rcub_grafar_1573
ER  - 

@conference{
author = "Jočković, Miloš and Baitsch, Matthias and Nefovska-Danilović, Marija",
year = "2017",
abstract = "Isogeometric analysis (IGA) is based on a concept that uses the same base functions for representing both the model geometry and the solution space. The most common base functions used in the IGA are NURBS (Non-Uniform Rational B-Splines) functions for their capability to analytically represent various geometries. In this paper, the IGA is applied in the free vibration analysis of rotation-free plane curved Bernoulli-Euler beam. The stiffness and mass matrices have been developed using basic concepts of continuum mechanics and the principle of virtual work. Geometry of the undeformed and deformed beam is defined using convective coordinates and cross section basis vectors. Results of the free vibration analysis for beam with arbitrary curvature are compared with the results obtained from the conventional finite element method (FEM) software. The significant advantages of the IGA approach over the FEM are shown and discussed.",
publisher = "Serbian Society of Mechanics ; Faculty of Mechanical Engineering, University of Belgrade,Belgrade, Beograd",
journal = "Proceedings / The 6th International Congress of Serbian Society of Mechanics, Tara, June 19-21, 2017",
title = "Free vibration analysis of curved Bernoulli-Euler beam using isogeometric approach",
pages = "134-134",
url = "https://hdl.handle.net/21.15107/rcub_grafar_1573"
}

Jočković, M., Baitsch, M.,& Nefovska-Danilović, M.. (2017). Free vibration analysis of curved Bernoulli-Euler beam using isogeometric approach. in Proceedings / The 6th International Congress of Serbian Society of Mechanics, Tara, June 19-21, 2017
Serbian Society of Mechanics ; Faculty of Mechanical Engineering, University of Belgrade,Belgrade, Beograd., 134-134.
https://hdl.handle.net/21.15107/rcub_grafar_1573

Jočković M, Baitsch M, Nefovska-Danilović M. Free vibration analysis of curved Bernoulli-Euler beam using isogeometric approach. in Proceedings / The 6th International Congress of Serbian Society of Mechanics, Tara, June 19-21, 2017. 2017;:134-134.
https://hdl.handle.net/21.15107/rcub_grafar_1573 .

Jočković, Miloš, Baitsch, Matthias, Nefovska-Danilović, Marija, "Free vibration analysis of curved Bernoulli-Euler beam using isogeometric approach" in Proceedings / The 6th International Congress of Serbian Society of Mechanics, Tara, June 19-21, 2017 (2017):134-134,
https://hdl.handle.net/21.15107/rcub_grafar_1573 .

TY  - JOUR
AU  - Damnjanović, Emilija
AU  - Marjanović, Miroslav
AU  - Nefovska-Danilović, Marija
AU  - Jočković, Miloš
AU  - Kolarević, Nevenka
PY  - 2017
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/892
AB  - The free vibration analysis of stiffened plate assemblies has been performed in this paper by using the dynamic stiffness method. Rectangular Mindlin plate dynamic stiffness element has been formulated. Using the rotation matrices, dynamic stiffness matrices of single plates have been derived in global coordinate system. The global dynamic stiffness matrix of plate assembly has been derived by using similar assembly procedure as in the finite element method. The natural frequencies of stiffened plate assemblies with different boundary conditions have been computed and validated against the results obtained by using the commercial software package Abaqus. High accuracy of the results has been demonstrated.
AB  - U okviru ovog rada, analizirane su slobodne vibracije ploča sa ukrućenjima, primenom metode dinamičke krutosti. Formulisan je pravougaoni element Mindlin-ove ploče, zasnovan na metodi dinamičke krutosti. Primenom matrica rotacije, formirane su dinamičke matrice krutosti pojedinačnih ploča u globalnom koordinatnom sistemu. Korišćenjem sličnog postupka kao u metodi konačnih elemenata, izvedena je globalna dinamička matrica krutosti sistema ploča. Određene su sopstvene frekvencije ploča sa ukrućenjima za različite konturne uslove i upoređene sa vrednostima dobijenim u komercijalnom programskom paketu Abaqus. Dobijeni su rezultati visoke tačnosti.
PB  - Društvo za ispitivanje i istraživanje materijala i konstrukcija Srbije, Beograd
T2  - Građevinski materijali i konstrukcije
T1  - Application of dynamic stiffness method in numerical free vibration analysis of stiffened plates
T1  - Primena metode dinamičke krutosti u numeričkoj analizi slobodnih vibracija ploča sa ukrućenjima
EP  - 32
IS  - 2
SP  - 21
VL  - 60
DO  - 10.5937/grmk1702021D
ER  - 

@article{
author = "Damnjanović, Emilija and Marjanović, Miroslav and Nefovska-Danilović, Marija and Jočković, Miloš and Kolarević, Nevenka",
year = "2017",
abstract = "The free vibration analysis of stiffened plate assemblies has been performed in this paper by using the dynamic stiffness method. Rectangular Mindlin plate dynamic stiffness element has been formulated. Using the rotation matrices, dynamic stiffness matrices of single plates have been derived in global coordinate system. The global dynamic stiffness matrix of plate assembly has been derived by using similar assembly procedure as in the finite element method. The natural frequencies of stiffened plate assemblies with different boundary conditions have been computed and validated against the results obtained by using the commercial software package Abaqus. High accuracy of the results has been demonstrated., U okviru ovog rada, analizirane su slobodne vibracije ploča sa ukrućenjima, primenom metode dinamičke krutosti. Formulisan je pravougaoni element Mindlin-ove ploče, zasnovan na metodi dinamičke krutosti. Primenom matrica rotacije, formirane su dinamičke matrice krutosti pojedinačnih ploča u globalnom koordinatnom sistemu. Korišćenjem sličnog postupka kao u metodi konačnih elemenata, izvedena je globalna dinamička matrica krutosti sistema ploča. Određene su sopstvene frekvencije ploča sa ukrućenjima za različite konturne uslove i upoređene sa vrednostima dobijenim u komercijalnom programskom paketu Abaqus. Dobijeni su rezultati visoke tačnosti.",
publisher = "Društvo za ispitivanje i istraživanje materijala i konstrukcija Srbije, Beograd",
journal = "Građevinski materijali i konstrukcije",
title = "Application of dynamic stiffness method in numerical free vibration analysis of stiffened plates, Primena metode dinamičke krutosti u numeričkoj analizi slobodnih vibracija ploča sa ukrućenjima",
pages = "32-21",
number = "2",
volume = "60",
doi = "10.5937/grmk1702021D"
}

Damnjanović, E., Marjanović, M., Nefovska-Danilović, M., Jočković, M.,& Kolarević, N.. (2017). Application of dynamic stiffness method in numerical free vibration analysis of stiffened plates. in Građevinski materijali i konstrukcije
Društvo za ispitivanje i istraživanje materijala i konstrukcija Srbije, Beograd., 60(2), 21-32.
https://doi.org/10.5937/grmk1702021D

Damnjanović E, Marjanović M, Nefovska-Danilović M, Jočković M, Kolarević N. Application of dynamic stiffness method in numerical free vibration analysis of stiffened plates. in Građevinski materijali i konstrukcije. 2017;60(2):21-32.
doi:10.5937/grmk1702021D .

Damnjanović, Emilija, Marjanović, Miroslav, Nefovska-Danilović, Marija, Jočković, Miloš, Kolarević, Nevenka, "Application of dynamic stiffness method in numerical free vibration analysis of stiffened plates" in Građevinski materijali i konstrukcije, 60, no. 2 (2017):21-32,
https://doi.org/10.5937/grmk1702021D . .

TY  - CHAP
AU  - Jočković, Miloš
AU  - Šarkić-Glumac, Anina
AU  - Petronijević, Mira
PY  - 2017
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/1085
PB  - Beograd: Građevinski fakultet Univerziteta u Beograd, Akademska misao
T2  - Vibracije od saobraćaja : nastanak, merenje, predviđanje i procena njihovog dejstva na objekte i lju
T1  - Modeliranje sile točka
EP  - 144
SP  - 131
UR  - https://hdl.handle.net/21.15107/rcub_grafar_1085
ER  - 

@inbook{
author = "Jočković, Miloš and Šarkić-Glumac, Anina and Petronijević, Mira",
year = "2017",
publisher = "Beograd: Građevinski fakultet Univerziteta u Beograd, Akademska misao",
journal = "Vibracije od saobraćaja : nastanak, merenje, predviđanje i procena njihovog dejstva na objekte i lju",
booktitle = "Modeliranje sile točka",
pages = "144-131",
url = "https://hdl.handle.net/21.15107/rcub_grafar_1085"
}

Jočković, M., Šarkić-Glumac, A.,& Petronijević, M.. (2017). Modeliranje sile točka. in Vibracije od saobraćaja : nastanak, merenje, predviđanje i procena njihovog dejstva na objekte i lju
Beograd: Građevinski fakultet Univerziteta u Beograd, Akademska misao., 131-144.
https://hdl.handle.net/21.15107/rcub_grafar_1085

Jočković M, Šarkić-Glumac A, Petronijević M. Modeliranje sile točka. in Vibracije od saobraćaja : nastanak, merenje, predviđanje i procena njihovog dejstva na objekte i lju. 2017;:131-144.
https://hdl.handle.net/21.15107/rcub_grafar_1085 .

Jočković, Miloš, Šarkić-Glumac, Anina, Petronijević, Mira, "Modeliranje sile točka" in Vibracije od saobraćaja : nastanak, merenje, predviđanje i procena njihovog dejstva na objekte i lju (2017):131-144,
https://hdl.handle.net/21.15107/rcub_grafar_1085 .

TY  - CONF
AU  - Damnjanović, Emilija
AU  - Nefovska-Danilović, Marija
AU  - Jočković, Miloš
AU  - Marjanović, Miroslav
AU  - Kolarević, Nevenka
PY  - 2016
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/1408
AB  - The free vibration analysis of stiffened plate assemblies is presented in this paper by using the dynamic stiffness method. The transformed dynamic stiffness matrix of completely free rectangular Mindlin plate is derived by using the transformation matrix. In addition, the global dynamic stiffness matrix of plate assembly is derived by using similar assembly procedure as in the finite element method. The natural frequencies of stiffened plate assemblies with arbitrary boundary conditions are computed and validated against the results obtained by using the finite element software Abaqus. High accuracy of the results is demonstrated.
AB  - U okviru ovog rada analizirane su slobodne vibracije ploča sa ukrućenjima primenom metode dinamičke krutosti. Razvijena je transformisana dinamička matrica krutosti potpuno slobodne pravougaone Mindlin-ove ploče korišćenjem matrice transformacije. Takođe, izvedena je globalna dinamička matrica krutosti sistema ploča koristeći sličan postupak kao u metodi konačnih elemenata. Određene su sopstvene frekvencije ploča sa ukrućenjima za različite konturne uslove i upoređene sa vrednostima dobijenim po metodi konačnih elemenata primenom programskog paketa Abaqus. Dobijeni su rezultati visoke tačnosti.
PB  - Društvo građevinskih konstruktera Srbije, Beograd
C3  - Zbornik radova / Društvо građevinskih konstruktera Srbije, Simpozijum 2016, 15-17. septembar, Zlatibor
T1  - Dynamic stiffness elements for free vibration analysis of stiffened plates
T1  - Slobodne vibracije ploča sa ukrućenjima primenom metode dinamičke krutosti
EP  - 566
SP  - 557
UR  - https://hdl.handle.net/21.15107/rcub_grafar_1408
ER  - 

@conference{
author = "Damnjanović, Emilija and Nefovska-Danilović, Marija and Jočković, Miloš and Marjanović, Miroslav and Kolarević, Nevenka",
year = "2016",
abstract = "The free vibration analysis of stiffened plate assemblies is presented in this paper by using the dynamic stiffness method. The transformed dynamic stiffness matrix of completely free rectangular Mindlin plate is derived by using the transformation matrix. In addition, the global dynamic stiffness matrix of plate assembly is derived by using similar assembly procedure as in the finite element method. The natural frequencies of stiffened plate assemblies with arbitrary boundary conditions are computed and validated against the results obtained by using the finite element software Abaqus. High accuracy of the results is demonstrated., U okviru ovog rada analizirane su slobodne vibracije ploča sa ukrućenjima primenom metode dinamičke krutosti. Razvijena je transformisana dinamička matrica krutosti potpuno slobodne pravougaone Mindlin-ove ploče korišćenjem matrice transformacije. Takođe, izvedena je globalna dinamička matrica krutosti sistema ploča koristeći sličan postupak kao u metodi konačnih elemenata. Određene su sopstvene frekvencije ploča sa ukrućenjima za različite konturne uslove i upoređene sa vrednostima dobijenim po metodi konačnih elemenata primenom programskog paketa Abaqus. Dobijeni su rezultati visoke tačnosti.",
publisher = "Društvo građevinskih konstruktera Srbije, Beograd",
journal = "Zbornik radova / Društvо građevinskih konstruktera Srbije, Simpozijum 2016, 15-17. septembar, Zlatibor",
title = "Dynamic stiffness elements for free vibration analysis of stiffened plates, Slobodne vibracije ploča sa ukrućenjima primenom metode dinamičke krutosti",
pages = "566-557",
url = "https://hdl.handle.net/21.15107/rcub_grafar_1408"
}

Damnjanović, E., Nefovska-Danilović, M., Jočković, M., Marjanović, M.,& Kolarević, N.. (2016). Dynamic stiffness elements for free vibration analysis of stiffened plates. in Zbornik radova / Društvо građevinskih konstruktera Srbije, Simpozijum 2016, 15-17. septembar, Zlatibor
Društvo građevinskih konstruktera Srbije, Beograd., 557-566.
https://hdl.handle.net/21.15107/rcub_grafar_1408

Damnjanović E, Nefovska-Danilović M, Jočković M, Marjanović M, Kolarević N. Dynamic stiffness elements for free vibration analysis of stiffened plates. in Zbornik radova / Društvо građevinskih konstruktera Srbije, Simpozijum 2016, 15-17. septembar, Zlatibor. 2016;:557-566.
https://hdl.handle.net/21.15107/rcub_grafar_1408 .

Damnjanović, Emilija, Nefovska-Danilović, Marija, Jočković, Miloš, Marjanović, Miroslav, Kolarević, Nevenka, "Dynamic stiffness elements for free vibration analysis of stiffened plates" in Zbornik radova / Društvо građevinskih konstruktera Srbije, Simpozijum 2016, 15-17. septembar, Zlatibor (2016):557-566,
https://hdl.handle.net/21.15107/rcub_grafar_1408 .

TY  - CHAP
AU  - Petronijević, Mira
AU  - Nefovska-Danilović, Marija
AU  - Kolarević, Nevenka
AU  - Marjanović, Miroslav
AU  - Jočković, Miloš
PY  - 2016
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/1073
AB  - In the paper, verification of the model based on the DSM for free vibration analysis of rectangular plate
assemblies according to the shear-deformable plate theories is presented. Plates and plate assemblies
having constant and non-uniform thickness, different boundary conditions, as well as stiffened plates,
have been analyzed. Parametric study has been performed and some conclusions have been derived.
PB  - Beograd: Univerzitet u Beogradu, Građevinski fakultet
PB  - Podgorica: Univerzitet Crne Gore, Građevinski fakultet
T2  - Savremeni problemi teorije konstrukcija : monografija posvećena uspomeni na profesora Đorđa Vuksanovića
T1  - Metoda dinamičke krutosti u dinamičkoj analizi ploča - deo 2: primena
EP  - 100
SP  - 91
UR  - https://hdl.handle.net/21.15107/rcub_grafar_1073
ER  - 

@inbook{
author = "Petronijević, Mira and Nefovska-Danilović, Marija and Kolarević, Nevenka and Marjanović, Miroslav and Jočković, Miloš",
year = "2016",
abstract = "In the paper, verification of the model based on the DSM for free vibration analysis of rectangular plate
assemblies according to the shear-deformable plate theories is presented. Plates and plate assemblies
having constant and non-uniform thickness, different boundary conditions, as well as stiffened plates,
have been analyzed. Parametric study has been performed and some conclusions have been derived.",
publisher = "Beograd: Univerzitet u Beogradu, Građevinski fakultet, Podgorica: Univerzitet Crne Gore, Građevinski fakultet",
journal = "Savremeni problemi teorije konstrukcija : monografija posvećena uspomeni na profesora Đorđa Vuksanovića",
booktitle = "Metoda dinamičke krutosti u dinamičkoj analizi ploča - deo 2: primena",
pages = "100-91",
url = "https://hdl.handle.net/21.15107/rcub_grafar_1073"
}

Petronijević, M., Nefovska-Danilović, M., Kolarević, N., Marjanović, M.,& Jočković, M.. (2016). Metoda dinamičke krutosti u dinamičkoj analizi ploča - deo 2: primena. in Savremeni problemi teorije konstrukcija : monografija posvećena uspomeni na profesora Đorđa Vuksanovića
Beograd: Univerzitet u Beogradu, Građevinski fakultet., 91-100.
https://hdl.handle.net/21.15107/rcub_grafar_1073

Petronijević M, Nefovska-Danilović M, Kolarević N, Marjanović M, Jočković M. Metoda dinamičke krutosti u dinamičkoj analizi ploča - deo 2: primena. in Savremeni problemi teorije konstrukcija : monografija posvećena uspomeni na profesora Đorđa Vuksanovića. 2016;:91-100.
https://hdl.handle.net/21.15107/rcub_grafar_1073 .

Petronijević, Mira, Nefovska-Danilović, Marija, Kolarević, Nevenka, Marjanović, Miroslav, Jočković, Miloš, "Metoda dinamičke krutosti u dinamičkoj analizi ploča - deo 2: primena" in Savremeni problemi teorije konstrukcija : monografija posvećena uspomeni na profesora Đorđa Vuksanovića (2016):91-100,
https://hdl.handle.net/21.15107/rcub_grafar_1073 .

TY  - CHAP
AU  - Petronijević, Mira
AU  - Nefovska-Danilović, Marija
AU  - Kolarević, Nevenka
AU  - Marjanović, Miroslav
AU  - Jočković, Miloš
PY  - 2016
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/1075
AB  - In a paper, theoretical bases of the dynamic stiffness method in the analysis of free vibration problem of
plate assemblies are presented. Governing equations are derived based on Mindlin, as well as higherorder
shear deformation theory. Transverse and in-plane vibrations are considered, as well as isotropic
material. Transformation matrix for stiffened plates is derived.
PB  - Beograd: Univerzitet u Beogradu, Građevinski fakultet
PB  - Podgorica: Univerzitet Crne Gore, Građevinski fakultet
T2  - Savremeni problemi teorije konstrukcija : monografija posvećena uspomeni na profesora Đorđa Vuksanovića
T1  - Metoda dinamičke krutosti u dinamičkoj analizi sistema ploča - deo 1: teorija
EP  - 90
SP  - 79
UR  - https://hdl.handle.net/21.15107/rcub_grafar_1075
ER  - 

@inbook{
author = "Petronijević, Mira and Nefovska-Danilović, Marija and Kolarević, Nevenka and Marjanović, Miroslav and Jočković, Miloš",
year = "2016",
abstract = "In a paper, theoretical bases of the dynamic stiffness method in the analysis of free vibration problem of
plate assemblies are presented. Governing equations are derived based on Mindlin, as well as higherorder
shear deformation theory. Transverse and in-plane vibrations are considered, as well as isotropic
material. Transformation matrix for stiffened plates is derived.",
publisher = "Beograd: Univerzitet u Beogradu, Građevinski fakultet, Podgorica: Univerzitet Crne Gore, Građevinski fakultet",
journal = "Savremeni problemi teorije konstrukcija : monografija posvećena uspomeni na profesora Đorđa Vuksanovića",
booktitle = "Metoda dinamičke krutosti u dinamičkoj analizi sistema ploča - deo 1: teorija",
pages = "90-79",
url = "https://hdl.handle.net/21.15107/rcub_grafar_1075"
}

Petronijević, M., Nefovska-Danilović, M., Kolarević, N., Marjanović, M.,& Jočković, M.. (2016). Metoda dinamičke krutosti u dinamičkoj analizi sistema ploča - deo 1: teorija. in Savremeni problemi teorije konstrukcija : monografija posvećena uspomeni na profesora Đorđa Vuksanovića
Beograd: Univerzitet u Beogradu, Građevinski fakultet., 79-90.
https://hdl.handle.net/21.15107/rcub_grafar_1075

Petronijević M, Nefovska-Danilović M, Kolarević N, Marjanović M, Jočković M. Metoda dinamičke krutosti u dinamičkoj analizi sistema ploča - deo 1: teorija. in Savremeni problemi teorije konstrukcija : monografija posvećena uspomeni na profesora Đorđa Vuksanovića. 2016;:79-90.
https://hdl.handle.net/21.15107/rcub_grafar_1075 .

Petronijević, Mira, Nefovska-Danilović, Marija, Kolarević, Nevenka, Marjanović, Miroslav, Jočković, Miloš, "Metoda dinamičke krutosti u dinamičkoj analizi sistema ploča - deo 1: teorija" in Savremeni problemi teorije konstrukcija : monografija posvećena uspomeni na profesora Đorđa Vuksanovića (2016):79-90,
https://hdl.handle.net/21.15107/rcub_grafar_1075 .

TY  - CONF
AU  - Jočković, Miloš
AU  - Nefovska-Danilović, Marija
PY  - 2016
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/1426
AB  - Isogeometric analysis (IGA) is based on a concept that uses the same base functions for description of displacement field and undeformed model geometry. The most common base functions used in the IGA are NURBS functions. In this paper, the IGA is applied in the free vibration analysis of beam element. The stiffness and mass matrices have been developed for rotation-free Bernoulli-Euler and Timoshenko beam using the Galerkin method. Natural frequencies of beam element with specific boundary conditions have been computed using the isogeometric approach. The results were compared with the exact analytical solutions obtained by using the dynamic stiffness method (DSM) and the conventional finite element method (FEM).
AB  - Изогеометријска анализа (ИГА) се базира на концепту коришћења истих функција за описивање поља померања констукције као и геометрије недеформисаног модела. Најчешће коришћене базне функције у ИГА су NURBS фунцкије. У овом раду, ИГА је коришћена у анализи слободних вибрација гредног елемента. Да би се добили потребни резултати, матрица крутости и матрица маса је изведена за Bernoulli-Euler-ову греду код које су непознате само попречна померања, као и Timoshenko-ву греду помоћу Galerkin-ове методе. Нумеричка анализа приказана је на примеру гредног елемента са конкретним граничним условима. Тачност резултата добијених помоћу ИГА је проверена поређењем са резултатима добијеним методом динамичке крутости и методом коначних елемената.
PB  - Građevinski fakultet, Subotica
C3  - Zbornik radova 4. Međunarodne konferencije Savremena dostignuća u građevinarstvu 2016
T1  - Free vibration analysis of beam element using isogeometric analysis
T1  - Analiza slobodnih vibracija grede korišćenjem izogeometrijske analize
EP  - 278
SP  - 269
DO  - 10.14415/konferencijaGFS
ER  - 

@conference{
author = "Jočković, Miloš and Nefovska-Danilović, Marija",
year = "2016",
abstract = "Isogeometric analysis (IGA) is based on a concept that uses the same base functions for description of displacement field and undeformed model geometry. The most common base functions used in the IGA are NURBS functions. In this paper, the IGA is applied in the free vibration analysis of beam element. The stiffness and mass matrices have been developed for rotation-free Bernoulli-Euler and Timoshenko beam using the Galerkin method. Natural frequencies of beam element with specific boundary conditions have been computed using the isogeometric approach. The results were compared with the exact analytical solutions obtained by using the dynamic stiffness method (DSM) and the conventional finite element method (FEM)., Изогеометријска анализа (ИГА) се базира на концепту коришћења истих функција за описивање поља померања констукције као и геометрије недеформисаног модела. Најчешће коришћене базне функције у ИГА су NURBS фунцкије. У овом раду, ИГА је коришћена у анализи слободних вибрација гредног елемента. Да би се добили потребни резултати, матрица крутости и матрица маса је изведена за Bernoulli-Euler-ову греду код које су непознате само попречна померања, као и Timoshenko-ву греду помоћу Galerkin-ове методе. Нумеричка анализа приказана је на примеру гредног елемента са конкретним граничним условима. Тачност резултата добијених помоћу ИГА је проверена поређењем са резултатима добијеним методом динамичке крутости и методом коначних елемената.",
publisher = "Građevinski fakultet, Subotica",
journal = "Zbornik radova 4. Međunarodne konferencije Savremena dostignuća u građevinarstvu 2016",
title = "Free vibration analysis of beam element using isogeometric analysis, Analiza slobodnih vibracija grede korišćenjem izogeometrijske analize",
pages = "278-269",
doi = "10.14415/konferencijaGFS"
}

Jočković, M.,& Nefovska-Danilović, M.. (2016). Free vibration analysis of beam element using isogeometric analysis. in Zbornik radova 4. Međunarodne konferencije Savremena dostignuća u građevinarstvu 2016
Građevinski fakultet, Subotica., 269-278.
https://doi.org/10.14415/konferencijaGFS

Jočković M, Nefovska-Danilović M. Free vibration analysis of beam element using isogeometric analysis. in Zbornik radova 4. Međunarodne konferencije Savremena dostignuća u građevinarstvu 2016. 2016;:269-278.
doi:10.14415/konferencijaGFS .

Jočković, Miloš, Nefovska-Danilović, Marija, "Free vibration analysis of beam element using isogeometric analysis" in Zbornik radova 4. Međunarodne konferencije Savremena dostignuća u građevinarstvu 2016 (2016):269-278,
https://doi.org/10.14415/konferencijaGFS . .

TY  - CONF
AU  - Jočković, Miloš
AU  - Nefovska-Danilović, Marija
AU  - Petronijević, Mira
PY  - 2015
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/1297
AB  - In this paper, the Dynamics Stiffness Method, which yields “exact” results for a certain class of plate structures, is applied to analyze free vibration of rectangular plates perpendicularly assembled. In order to obtain necessary results, the transformation matrices have been developed for three characteristic positions of rectangular plates. Numerical example is conducted for so-called L plate, consisting of two plates perpendicularly connected. In addition, numerical example is also conducted for so-called box, consisting of six rectangular plates perpendicularly connected. All plates have the same geometrical and mechanical properties. The accuracy of the results obtained by the Dynamics Stiffness Method is verified by comparing them with the solutions obtained by conventional Finite Element Method. The convergence of the computed natural frequencies is found to be rapid and excellent.
PB  - Springer International Publishing, Cham
C3  - Stability, Vibration, and Control of Machines and Structures : Keynote and invited Lectures of the International Symposium on Stability, Vibration, and Control of Machines and Structures Belgrade, July 3-5,2014
T1  - Free vibration analysis of plate assemblies using dynamic stiffness method
UR  - https://hdl.handle.net/21.15107/rcub_grafar_1297
ER  - 

@conference{
author = "Jočković, Miloš and Nefovska-Danilović, Marija and Petronijević, Mira",
year = "2015",
abstract = "In this paper, the Dynamics Stiffness Method, which yields “exact” results for a certain class of plate structures, is applied to analyze free vibration of rectangular plates perpendicularly assembled. In order to obtain necessary results, the transformation matrices have been developed for three characteristic positions of rectangular plates. Numerical example is conducted for so-called L plate, consisting of two plates perpendicularly connected. In addition, numerical example is also conducted for so-called box, consisting of six rectangular plates perpendicularly connected. All plates have the same geometrical and mechanical properties. The accuracy of the results obtained by the Dynamics Stiffness Method is verified by comparing them with the solutions obtained by conventional Finite Element Method. The convergence of the computed natural frequencies is found to be rapid and excellent.",
publisher = "Springer International Publishing, Cham",
journal = "Stability, Vibration, and Control of Machines and Structures : Keynote and invited Lectures of the International Symposium on Stability, Vibration, and Control of Machines and Structures Belgrade, July 3-5,2014",
title = "Free vibration analysis of plate assemblies using dynamic stiffness method",
url = "https://hdl.handle.net/21.15107/rcub_grafar_1297"
}

Jočković, M., Nefovska-Danilović, M.,& Petronijević, M.. (2015). Free vibration analysis of plate assemblies using dynamic stiffness method. in Stability, Vibration, and Control of Machines and Structures : Keynote and invited Lectures of the International Symposium on Stability, Vibration, and Control of Machines and Structures Belgrade, July 3-5,2014
Springer International Publishing, Cham..
https://hdl.handle.net/21.15107/rcub_grafar_1297

Jočković M, Nefovska-Danilović M, Petronijević M. Free vibration analysis of plate assemblies using dynamic stiffness method. in Stability, Vibration, and Control of Machines and Structures : Keynote and invited Lectures of the International Symposium on Stability, Vibration, and Control of Machines and Structures Belgrade, July 3-5,2014. 2015;.
https://hdl.handle.net/21.15107/rcub_grafar_1297 .

Jočković, Miloš, Nefovska-Danilović, Marija, Petronijević, Mira, "Free vibration analysis of plate assemblies using dynamic stiffness method" in Stability, Vibration, and Control of Machines and Structures : Keynote and invited Lectures of the International Symposium on Stability, Vibration, and Control of Machines and Structures Belgrade, July 3-5,2014 (2015),
https://hdl.handle.net/21.15107/rcub_grafar_1297 .

TY  - CONF
AU  - Jočković, Miloš
AU  - Šarkić-Glumac, Anina
AU  - Petronijević, Mira
PY  - 2015
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/1316
AB  - In this paper different mathematical models of the vehicle load are presented, depending on the one of the moving load types. In general, vehicle load models can be classified into two types: static and dynamic moving load models. Static moving load model is model with nonvarying load value and shape in time. Dynamic moving load model is defined by differential equations of motion where the road roughness function affects the solution. Due to this influence some of the differential equations cannot be solved analytically and the numerical approach has to be performed. Therefore, in this work Matlab Simulink models have been developed to solve this problem. Validation of Simulink models is carried out and presented for all analysed dynamic moving load models.
PB  - Serbian Society of Mechanics : Faculty of Technical Sciences Novi Sad, Belgrade ; Novi Sad
C3  - Proceedings / The 5th International Congress of Serbian Society of Mechanics, Arandjelovac, June 15-17, 2015
T1  - Models related to the moving load problems
EP  - 10
SP  - 1
UR  - https://hdl.handle.net/21.15107/rcub_grafar_1316
ER  - 

@conference{
author = "Jočković, Miloš and Šarkić-Glumac, Anina and Petronijević, Mira",
year = "2015",
abstract = "In this paper different mathematical models of the vehicle load are presented, depending on the one of the moving load types. In general, vehicle load models can be classified into two types: static and dynamic moving load models. Static moving load model is model with nonvarying load value and shape in time. Dynamic moving load model is defined by differential equations of motion where the road roughness function affects the solution. Due to this influence some of the differential equations cannot be solved analytically and the numerical approach has to be performed. Therefore, in this work Matlab Simulink models have been developed to solve this problem. Validation of Simulink models is carried out and presented for all analysed dynamic moving load models.",
publisher = "Serbian Society of Mechanics : Faculty of Technical Sciences Novi Sad, Belgrade ; Novi Sad",
journal = "Proceedings / The 5th International Congress of Serbian Society of Mechanics, Arandjelovac, June 15-17, 2015",
title = "Models related to the moving load problems",
pages = "10-1",
url = "https://hdl.handle.net/21.15107/rcub_grafar_1316"
}

Jočković, M., Šarkić-Glumac, A.,& Petronijević, M.. (2015). Models related to the moving load problems. in Proceedings / The 5th International Congress of Serbian Society of Mechanics, Arandjelovac, June 15-17, 2015
Serbian Society of Mechanics : Faculty of Technical Sciences Novi Sad, Belgrade ; Novi Sad., 1-10.
https://hdl.handle.net/21.15107/rcub_grafar_1316

Jočković M, Šarkić-Glumac A, Petronijević M. Models related to the moving load problems. in Proceedings / The 5th International Congress of Serbian Society of Mechanics, Arandjelovac, June 15-17, 2015. 2015;:1-10.
https://hdl.handle.net/21.15107/rcub_grafar_1316 .

Jočković, Miloš, Šarkić-Glumac, Anina, Petronijević, Mira, "Models related to the moving load problems" in Proceedings / The 5th International Congress of Serbian Society of Mechanics, Arandjelovac, June 15-17, 2015 (2015):1-10,
https://hdl.handle.net/21.15107/rcub_grafar_1316 .

TY  - CONF
AU  - Šarkić-Glumac, Anina
AU  - Jočković, Miloš
AU  - Brčić, Stanko
PY  - 2014
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/1155
AB  - Bridge flutter phenomenon presents an important criterion of instability, which has to be considered in the bridge design phase. This paper presents different bridge flutter methods which can be used to solve the flutter problem, such as most commonly used frequency-domain approach, then equivalent approuch in time-domain, and the approximation based on the quasi-steady theory. A numerical example related to the tipical bridge cross-section follows presented approaches.
AB  - Феномен флатера мостова представља вазан критеријум стабилности, који мора бити узет у обзир током процеса пројектовања. У овом раду су приказане различите методе за решавање проблема флатера, међу којима су приступ у фреквентном домену, еквивалентни приступ у временском домену, као и апроксимација на бази квази-стационарне теорије. Нумерички пример типичног попрепчног пресека моста прати приказане приступе.
PB  - Građevinski fakultet, Subotica
C3  - Zbornik radova Građevinskog fakulteta
T1  - Frequency- and time-domain methods related to flutter instability problem
T1  - Analiza problema flatera u vremenskom i frekventnom domenu
EP  - 445
EP  - 
SP  - 439
VL  - 30
DO  - 10.14415/konferencijaGFS2014.060
ER  - 

@conference{
author = "Šarkić-Glumac, Anina and Jočković, Miloš and Brčić, Stanko",
year = "2014",
abstract = "Bridge flutter phenomenon presents an important criterion of instability, which has to be considered in the bridge design phase. This paper presents different bridge flutter methods which can be used to solve the flutter problem, such as most commonly used frequency-domain approach, then equivalent approuch in time-domain, and the approximation based on the quasi-steady theory. A numerical example related to the tipical bridge cross-section follows presented approaches., Феномен флатера мостова представља вазан критеријум стабилности, који мора бити узет у обзир током процеса пројектовања. У овом раду су приказане различите методе за решавање проблема флатера, међу којима су приступ у фреквентном домену, еквивалентни приступ у временском домену, као и апроксимација на бази квази-стационарне теорије. Нумерички пример типичног попрепчног пресека моста прати приказане приступе.",
publisher = "Građevinski fakultet, Subotica",
journal = "Zbornik radova Građevinskog fakulteta",
title = "Frequency- and time-domain methods related to flutter instability problem, Analiza problema flatera u vremenskom i frekventnom domenu",
pages = "445--439",
volume = "30",
doi = "10.14415/konferencijaGFS2014.060"
}

Šarkić-Glumac, A., Jočković, M.,& Brčić, S.. (2014). Frequency- and time-domain methods related to flutter instability problem. in Zbornik radova Građevinskog fakulteta
Građevinski fakultet, Subotica., 30, 439-445.
https://doi.org/10.14415/konferencijaGFS2014.060

Šarkić-Glumac A, Jočković M, Brčić S. Frequency- and time-domain methods related to flutter instability problem. in Zbornik radova Građevinskog fakulteta. 2014;30:439-445.
doi:10.14415/konferencijaGFS2014.060 .

Šarkić-Glumac, Anina, Jočković, Miloš, Brčić, Stanko, "Frequency- and time-domain methods related to flutter instability problem" in Zbornik radova Građevinskog fakulteta, 30 (2014):439-445,
https://doi.org/10.14415/konferencijaGFS2014.060 . .

TY  - JOUR
AU  - Šarkić-Glumac, Anina
AU  - Jočković, Miloš
AU  - Brčić, Stanko
PY  - 2014
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/560
AB  - Bridge flutter phenomenon presents an important criterion of instability, which should be considered in the bridge design phase. This paper presents different bridge flutter methods which can be used to solve the flutter problem. Most commonly used frequency-domain approach is based on the formulation of aero elastic forces with frequency dependent coefficients called flutter derivatives. The critical wind speed, as the main critical condition for the onset of flutter is obtained based on these aero elastic forces. Aero elastic forces can be also expressed in the time-domain, using so-called indicial functions. These functions are usually determined from the corresponding flutter derivatives. In situations when fluid-memory effects tend to become small the quasi-steady theory can be used as an approximation of aero elastic forces. A numerical example related to the typical bridge cross-section follows presented approaches. .
AB  - Fenomen flatera mostova predstavlja važan kriterijum stabilnosti, koji mora biti uzet u obzir tokom procesa projektovanja mosta. U ovom radu su prikazane različite metode koje se mogu koristiti pri rešavanju problema flatera. Najčešće korišćeni pristup je u frekventnom domenu i baziran je na formulaciji aeroelastičnih sila putem frekventno zavisnih koeficijenata koji se nazivaju flater derivati. Na osnovu ovako izraženih aeroelastičnih sila, određuje se kritična brzina vetra, kao glavni uslov za nastanak flatera. Aeroelastične sile mogu se takođe izraziti i u vremenskom domenu, pomoću takozvanih indicijalnih funkcija. Ove funkcije su najčešće određene iz odgovarajućih flater derivata. U slučajevima kada su efekti memorije fluida zanemarljivi, kvaziustaljena teorija može se koristiti za aproksimaciju aeroelastičnih sila. Numerički primer tipičnog poprečnog preseka mosta prati prikazane pristupe. .
PB  - Društvo za ispitivanje i istraživanje materijala i konstrukcija Srbije, Beograd
T2  - Građevinski materijali i konstrukcije
T1  - Frequency- and time-domain methods related to flutter instability problem
T1  - Metode analize flatera u frekventnom i vremenskom domenu
EP  - 56
IS  - 2
SP  - 39
VL  - 57
DO  - 10.5937/grmk1402039S
ER  - 

@article{
author = "Šarkić-Glumac, Anina and Jočković, Miloš and Brčić, Stanko",
year = "2014",
abstract = "Bridge flutter phenomenon presents an important criterion of instability, which should be considered in the bridge design phase. This paper presents different bridge flutter methods which can be used to solve the flutter problem. Most commonly used frequency-domain approach is based on the formulation of aero elastic forces with frequency dependent coefficients called flutter derivatives. The critical wind speed, as the main critical condition for the onset of flutter is obtained based on these aero elastic forces. Aero elastic forces can be also expressed in the time-domain, using so-called indicial functions. These functions are usually determined from the corresponding flutter derivatives. In situations when fluid-memory effects tend to become small the quasi-steady theory can be used as an approximation of aero elastic forces. A numerical example related to the typical bridge cross-section follows presented approaches. ., Fenomen flatera mostova predstavlja važan kriterijum stabilnosti, koji mora biti uzet u obzir tokom procesa projektovanja mosta. U ovom radu su prikazane različite metode koje se mogu koristiti pri rešavanju problema flatera. Najčešće korišćeni pristup je u frekventnom domenu i baziran je na formulaciji aeroelastičnih sila putem frekventno zavisnih koeficijenata koji se nazivaju flater derivati. Na osnovu ovako izraženih aeroelastičnih sila, određuje se kritična brzina vetra, kao glavni uslov za nastanak flatera. Aeroelastične sile mogu se takođe izraziti i u vremenskom domenu, pomoću takozvanih indicijalnih funkcija. Ove funkcije su najčešće određene iz odgovarajućih flater derivata. U slučajevima kada su efekti memorije fluida zanemarljivi, kvaziustaljena teorija može se koristiti za aproksimaciju aeroelastičnih sila. Numerički primer tipičnog poprečnog preseka mosta prati prikazane pristupe. .",
publisher = "Društvo za ispitivanje i istraživanje materijala i konstrukcija Srbije, Beograd",
journal = "Građevinski materijali i konstrukcije",
title = "Frequency- and time-domain methods related to flutter instability problem, Metode analize flatera u frekventnom i vremenskom domenu",
pages = "56-39",
number = "2",
volume = "57",
doi = "10.5937/grmk1402039S"
}

Šarkić-Glumac, A., Jočković, M.,& Brčić, S.. (2014). Frequency- and time-domain methods related to flutter instability problem. in Građevinski materijali i konstrukcije
Društvo za ispitivanje i istraživanje materijala i konstrukcija Srbije, Beograd., 57(2), 39-56.
https://doi.org/10.5937/grmk1402039S

Šarkić-Glumac A, Jočković M, Brčić S. Frequency- and time-domain methods related to flutter instability problem. in Građevinski materijali i konstrukcije. 2014;57(2):39-56.
doi:10.5937/grmk1402039S .

Šarkić-Glumac, Anina, Jočković, Miloš, Brčić, Stanko, "Frequency- and time-domain methods related to flutter instability problem" in Građevinski materijali i konstrukcije, 57, no. 2 (2014):39-56,
https://doi.org/10.5937/grmk1402039S . .

TY  - JOUR
AU  - Jočković, Miloš
AU  - Nefovska-Danilović, Marija
AU  - Petronijević, Mira
PY  - 2013
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/2073
AB  - In this paper, the Spectral Element Method (SEM) is applied to analyze free vibration of two plates perpendicularly assemblied, so-called L plate. In order to obtain necessary results, the transformation matrices have been developed for two positions of rectangular plates. Numerical example is conducted for L plate assemblies consisting of rectangular plates with same mechanical and geometrical properties. The accuracy of the results obtained by the SEM is verified by comparing them with the solutions obtained by conventional Finite Element Method (FEM).
PB  - Faculty of Mechanical and Civil Engineering Kraljevo
T2  - Proceedings / The Third International Symposium for Students SRMA 2013, Kopaonik, 26th-28th September 2013.
T1  - Free Vibration of Plate Assemblies Using Spectral Element Method
UR  - https://hdl.handle.net/21.15107/rcub_grafar_2073
ER  - 

@article{
author = "Jočković, Miloš and Nefovska-Danilović, Marija and Petronijević, Mira",
year = "2013",
abstract = "In this paper, the Spectral Element Method (SEM) is applied to analyze free vibration of two plates perpendicularly assemblied, so-called L plate. In order to obtain necessary results, the transformation matrices have been developed for two positions of rectangular plates. Numerical example is conducted for L plate assemblies consisting of rectangular plates with same mechanical and geometrical properties. The accuracy of the results obtained by the SEM is verified by comparing them with the solutions obtained by conventional Finite Element Method (FEM).",
publisher = "Faculty of Mechanical and Civil Engineering Kraljevo",
journal = "Proceedings / The Third International Symposium for Students SRMA 2013, Kopaonik, 26th-28th September 2013.",
title = "Free Vibration of Plate Assemblies Using Spectral Element Method",
url = "https://hdl.handle.net/21.15107/rcub_grafar_2073"
}

Jočković, M., Nefovska-Danilović, M.,& Petronijević, M.. (2013). Free Vibration of Plate Assemblies Using Spectral Element Method. in Proceedings / The Third International Symposium for Students SRMA 2013, Kopaonik, 26th-28th September 2013.
Faculty of Mechanical and Civil Engineering Kraljevo..
https://hdl.handle.net/21.15107/rcub_grafar_2073

Jočković M, Nefovska-Danilović M, Petronijević M. Free Vibration of Plate Assemblies Using Spectral Element Method. in Proceedings / The Third International Symposium for Students SRMA 2013, Kopaonik, 26th-28th September 2013.. 2013;.
https://hdl.handle.net/21.15107/rcub_grafar_2073 .

Jočković, Miloš, Nefovska-Danilović, Marija, Petronijević, Mira, "Free Vibration of Plate Assemblies Using Spectral Element Method" in Proceedings / The Third International Symposium for Students SRMA 2013, Kopaonik, 26th-28th September 2013. (2013),
https://hdl.handle.net/21.15107/rcub_grafar_2073 .