TY  - CHAP
AU  - Petronijević, Mira
AU  - Nefovska-Danilović, Marija
AU  - Radišić, Marko
AU  - Kovačević, Dragan
PY  - 2017
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/1098
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  - Numerički modeli za predviđanje vibracija
EP  - 130
SP  - 67
UR  - https://hdl.handle.net/21.15107/rcub_grafar_1098
ER  - 

@inbook{
author = "Petronijević, Mira and Nefovska-Danilović, Marija and Radišić, Marko and Kovačević, Dragan",
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 = "Numerički modeli za predviđanje vibracija",
pages = "130-67",
url = "https://hdl.handle.net/21.15107/rcub_grafar_1098"
}

Petronijević, M., Nefovska-Danilović, M., Radišić, M.,& Kovačević, D.. (2017). Numerički modeli za predviđanje vibracija. in Vibracije od saobraćaja : nastanak, merenje, predviđanje i procena njihovog dejstva na objekte i lju
Beograd: Građevinski fakultet Univerziteta u Beograd, Akademska misao., 67-130.
https://hdl.handle.net/21.15107/rcub_grafar_1098

Petronijević M, Nefovska-Danilović M, Radišić M, Kovačević D. Numerički modeli za predviđanje vibracija. in Vibracije od saobraćaja : nastanak, merenje, predviđanje i procena njihovog dejstva na objekte i lju. 2017;:67-130.
https://hdl.handle.net/21.15107/rcub_grafar_1098 .

Petronijević, Mira, Nefovska-Danilović, Marija, Radišić, Marko, Kovačević, Dragan, "Numerički modeli za predviđanje vibracija" in Vibracije od saobraćaja : nastanak, merenje, predviđanje i procena njihovog dejstva na objekte i lju (2017):67-130,
https://hdl.handle.net/21.15107/rcub_grafar_1098 .

TY  - CONF
AU  - Marjanović, Miroslav
AU  - Kovačević, Dragan
PY  - 2017
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/1525
PB  - Serbian Society of Mechanics,
C3  - Proceedings / The 6th International Congress of Serbian Society of Mechanics, Tara, June 19-21, 2017
T1  - Free and forced vibration analysis of delaminated composite plates of arbitrary shape using triangular layered finite elements
UR  - https://hdl.handle.net/21.15107/rcub_grafar_1525
ER  - 

@conference{
author = "Marjanović, Miroslav and Kovačević, Dragan",
year = "2017",
publisher = "Serbian Society of Mechanics,",
journal = "Proceedings / The 6th International Congress of Serbian Society of Mechanics, Tara, June 19-21, 2017",
title = "Free and forced vibration analysis of delaminated composite plates of arbitrary shape using triangular layered finite elements",
url = "https://hdl.handle.net/21.15107/rcub_grafar_1525"
}

Marjanović, M.,& Kovačević, D.. (2017). Free and forced vibration analysis of delaminated composite plates of arbitrary shape using triangular layered finite elements. in Proceedings / The 6th International Congress of Serbian Society of Mechanics, Tara, June 19-21, 2017
Serbian Society of Mechanics,..
https://hdl.handle.net/21.15107/rcub_grafar_1525

Marjanović M, Kovačević D. Free and forced vibration analysis of delaminated composite plates of arbitrary shape using triangular layered finite elements. in Proceedings / The 6th International Congress of Serbian Society of Mechanics, Tara, June 19-21, 2017. 2017;.
https://hdl.handle.net/21.15107/rcub_grafar_1525 .

Marjanović, Miroslav, Kovačević, Dragan, "Free and forced vibration analysis of delaminated composite plates of arbitrary shape using triangular layered finite elements" in Proceedings / The 6th International Congress of Serbian Society of Mechanics, Tara, June 19-21, 2017 (2017),
https://hdl.handle.net/21.15107/rcub_grafar_1525 .

TY  - CONF
AU  - Radišić, Marko
AU  - Kovačević, Dragan
AU  - Petronijević, Mira
PY  - 2016
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/1482
AB  - Numerical model of the soil is an essential part of the dynamic soil – structure interaction analysis. The soil model should take into account various phenomena that may occur due to dynamic loading, first of all radiation damping. In this paper, the damping phenomena is investigated by comparing the results of two different modeling approaches: analytical and discrete. Analytical model, developed by author, is obtained by using Integral transform method, based on Lame's differential equations solution. Discrete model is based on the finite element method and commercial software package Abaqus. Soil is considered an elastic, homogeneous and isotropic halfspace. Vertical vibrations due to dynamic force are considered. The results, presented for 3 characteristic frequencies, are in good agreement.
PB  - Društvo građevinskih konstruktera Srbije, Beograd
C3  - Zbornik radova / Društvо građevinskih konstruktera Srbije, Simpozijum 2016, 15-17. septembar, Zlatibor
T1  - Vibrations of Viscoelastic Halfspace
EP  - 596
SP  - 587
UR  - https://hdl.handle.net/21.15107/rcub_grafar_1482
ER  - 

@conference{
author = "Radišić, Marko and Kovačević, Dragan and Petronijević, Mira",
year = "2016",
abstract = "Numerical model of the soil is an essential part of the dynamic soil – structure interaction analysis. The soil model should take into account various phenomena that may occur due to dynamic loading, first of all radiation damping. In this paper, the damping phenomena is investigated by comparing the results of two different modeling approaches: analytical and discrete. Analytical model, developed by author, is obtained by using Integral transform method, based on Lame's differential equations solution. Discrete model is based on the finite element method and commercial software package Abaqus. Soil is considered an elastic, homogeneous and isotropic halfspace. Vertical vibrations due to dynamic force are considered. The results, presented for 3 characteristic frequencies, are in good agreement.",
publisher = "Društvo građevinskih konstruktera Srbije, Beograd",
journal = "Zbornik radova / Društvо građevinskih konstruktera Srbije, Simpozijum 2016, 15-17. septembar, Zlatibor",
title = "Vibrations of Viscoelastic Halfspace",
pages = "596-587",
url = "https://hdl.handle.net/21.15107/rcub_grafar_1482"
}

Radišić, M., Kovačević, D.,& Petronijević, M.. (2016). Vibrations of Viscoelastic Halfspace. in Zbornik radova / Društvо građevinskih konstruktera Srbije, Simpozijum 2016, 15-17. septembar, Zlatibor
Društvo građevinskih konstruktera Srbije, Beograd., 587-596.
https://hdl.handle.net/21.15107/rcub_grafar_1482

Radišić M, Kovačević D, Petronijević M. Vibrations of Viscoelastic Halfspace. in Zbornik radova / Društvо građevinskih konstruktera Srbije, Simpozijum 2016, 15-17. septembar, Zlatibor. 2016;:587-596.
https://hdl.handle.net/21.15107/rcub_grafar_1482 .

Radišić, Marko, Kovačević, Dragan, Petronijević, Mira, "Vibrations of Viscoelastic Halfspace" in Zbornik radova / Društvо građevinskih konstruktera Srbije, Simpozijum 2016, 15-17. septembar, Zlatibor (2016):587-596,
https://hdl.handle.net/21.15107/rcub_grafar_1482 .

TY  - CONF
AU  - Kovačević, Dragan
AU  - Petryna, Yuri
AU  - Petronijević, Mira
PY  - 2016
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/1370
PB  - NDT.net, Bad Breisig
C3  - 8th European Workshop on Structural Health Monitoring (EWSHM 2016), Vol. 4
T1  - Assessment of the impact of air voids on adhesive joints in rotor blades by use of NDT and FEA
EP  - 3069
SP  - 3061
UR  - https://hdl.handle.net/21.15107/rcub_grafar_1370
ER  - 

@conference{
author = "Kovačević, Dragan and Petryna, Yuri and Petronijević, Mira",
year = "2016",
publisher = "NDT.net, Bad Breisig",
journal = "8th European Workshop on Structural Health Monitoring (EWSHM 2016), Vol. 4",
title = "Assessment of the impact of air voids on adhesive joints in rotor blades by use of NDT and FEA",
pages = "3069-3061",
url = "https://hdl.handle.net/21.15107/rcub_grafar_1370"
}

Kovačević, D., Petryna, Y.,& Petronijević, M.. (2016). Assessment of the impact of air voids on adhesive joints in rotor blades by use of NDT and FEA. in 8th European Workshop on Structural Health Monitoring (EWSHM 2016), Vol. 4
NDT.net, Bad Breisig., 3061-3069.
https://hdl.handle.net/21.15107/rcub_grafar_1370

Kovačević D, Petryna Y, Petronijević M. Assessment of the impact of air voids on adhesive joints in rotor blades by use of NDT and FEA. in 8th European Workshop on Structural Health Monitoring (EWSHM 2016), Vol. 4. 2016;:3061-3069.
https://hdl.handle.net/21.15107/rcub_grafar_1370 .

Kovačević, Dragan, Petryna, Yuri, Petronijević, Mira, "Assessment of the impact of air voids on adhesive joints in rotor blades by use of NDT and FEA" in 8th European Workshop on Structural Health Monitoring (EWSHM 2016), Vol. 4 (2016):3061-3069,
https://hdl.handle.net/21.15107/rcub_grafar_1370 .

TY  - CHAP
AU  - Petronijević, Mira
AU  - Kovačević, Dragan
PY  - 2016
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/1079
PB  - Beograd: Univerzitet u Beogradu, Građevinski fakultet ; Podgorica: Univerzitet Crne Gore, Građevinski fakultet
T2  - Savremeni problemi teorije konstrukcija : monografija posvećena uspomeni na profesora Đorđa Vuksanov
T1  - Influence of stochastically modeled imperfections on critical buckling force in concrete columns
EP  - 120
SP  - 113
UR  - https://hdl.handle.net/21.15107/rcub_grafar_1079
ER  - 

@inbook{
author = "Petronijević, Mira and Kovačević, Dragan",
year = "2016",
publisher = "Beograd: Univerzitet u Beogradu, Građevinski fakultet ; Podgorica: Univerzitet Crne Gore, Građevinski fakultet",
journal = "Savremeni problemi teorije konstrukcija : monografija posvećena uspomeni na profesora Đorđa Vuksanov",
booktitle = "Influence of stochastically modeled imperfections on critical buckling force in concrete columns",
pages = "120-113",
url = "https://hdl.handle.net/21.15107/rcub_grafar_1079"
}

Petronijević, M.,& Kovačević, D.. (2016). Influence of stochastically modeled imperfections on critical buckling force in concrete columns. in Savremeni problemi teorije konstrukcija : monografija posvećena uspomeni na profesora Đorđa Vuksanov
Beograd: Univerzitet u Beogradu, Građevinski fakultet ; Podgorica: Univerzitet Crne Gore, Građevinski fakultet., 113-120.
https://hdl.handle.net/21.15107/rcub_grafar_1079

Petronijević M, Kovačević D. Influence of stochastically modeled imperfections on critical buckling force in concrete columns. in Savremeni problemi teorije konstrukcija : monografija posvećena uspomeni na profesora Đorđa Vuksanov. 2016;:113-120.
https://hdl.handle.net/21.15107/rcub_grafar_1079 .

Petronijević, Mira, Kovačević, Dragan, "Influence of stochastically modeled imperfections on critical buckling force in concrete columns" in Savremeni problemi teorije konstrukcija : monografija posvećena uspomeni na profesora Đorđa Vuksanov (2016):113-120,
https://hdl.handle.net/21.15107/rcub_grafar_1079 .

TY  - CONF
AU  - Vuksanović, Đorđe
AU  - Marjanović, Miroslav
AU  - Kovačević, Dragan
PY  - 2016
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/1424
AB  - The aim of this paper is to discuss different finite element models of laminated composite plates with delaminations using the commercial software Abaqus CAE. Three-dimensional (solid), as well as two-dimensional (shell) models in Abaqus CAE, are considered. For comparison, the previously derived and validated numerical model of both intact and delaminated composite plates, based on the Generalized Layerwise Plate Theory of Reddy, is used. Influences of the finite element types and the mesh density on the free vibration response are analysed. Excellent agreement is achieved using the shell model in Abaqus CAE, while the limitations of solid models are noted.
PB  - Univerzitet Crne Gore, Građevinski fakultet, Podgorica
C3  - Zbornik radova / Šesti Internacionalni naučno-stručni skup Građevinarstvo - nauka i praksa, Žabljak, 7-11. 03. 2016
T1  - Finite element modeling of free vibration problem of delaminated composite plates using Abaqus CAE
UR  - https://hdl.handle.net/21.15107/rcub_grafar_1424
ER  - 

@conference{
author = "Vuksanović, Đorđe and Marjanović, Miroslav and Kovačević, Dragan",
year = "2016",
abstract = "The aim of this paper is to discuss different finite element models of laminated composite plates with delaminations using the commercial software Abaqus CAE. Three-dimensional (solid), as well as two-dimensional (shell) models in Abaqus CAE, are considered. For comparison, the previously derived and validated numerical model of both intact and delaminated composite plates, based on the Generalized Layerwise Plate Theory of Reddy, is used. Influences of the finite element types and the mesh density on the free vibration response are analysed. Excellent agreement is achieved using the shell model in Abaqus CAE, while the limitations of solid models are noted.",
publisher = "Univerzitet Crne Gore, Građevinski fakultet, Podgorica",
journal = "Zbornik radova / Šesti Internacionalni naučno-stručni skup Građevinarstvo - nauka i praksa, Žabljak, 7-11. 03. 2016",
title = "Finite element modeling of free vibration problem of delaminated composite plates using Abaqus CAE",
url = "https://hdl.handle.net/21.15107/rcub_grafar_1424"
}

Vuksanović, Đ., Marjanović, M.,& Kovačević, D.. (2016). Finite element modeling of free vibration problem of delaminated composite plates using Abaqus CAE. in Zbornik radova / Šesti Internacionalni naučno-stručni skup Građevinarstvo - nauka i praksa, Žabljak, 7-11. 03. 2016
Univerzitet Crne Gore, Građevinski fakultet, Podgorica..
https://hdl.handle.net/21.15107/rcub_grafar_1424

Vuksanović Đ, Marjanović M, Kovačević D. Finite element modeling of free vibration problem of delaminated composite plates using Abaqus CAE. in Zbornik radova / Šesti Internacionalni naučno-stručni skup Građevinarstvo - nauka i praksa, Žabljak, 7-11. 03. 2016. 2016;.
https://hdl.handle.net/21.15107/rcub_grafar_1424 .

Vuksanović, Đorđe, Marjanović, Miroslav, Kovačević, Dragan, "Finite element modeling of free vibration problem of delaminated composite plates using Abaqus CAE" in Zbornik radova / Šesti Internacionalni naučno-stručni skup Građevinarstvo - nauka i praksa, Žabljak, 7-11. 03. 2016 (2016),
https://hdl.handle.net/21.15107/rcub_grafar_1424 .

TY  - CONF
AU  - Petronijević, Mira
AU  - Kovačević, Dragan
AU  - Gudžulić, Vladislav
AU  - Nefovska-Danilović, Marija
PY  - 2015
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/1304
PB  - Macedonian Association of Structural Engineers, Skopje
C3  - Contemporary Structures - Sustainable Development, Book of Abstracts of the 16th International Symposium of MASE
T1  - Simple model for prediction of traffic induced vibration in buildings
EP  - 10
SP  - 1
UR  - https://hdl.handle.net/21.15107/rcub_grafar_1304
ER  - 

@conference{
author = "Petronijević, Mira and Kovačević, Dragan and Gudžulić, Vladislav and Nefovska-Danilović, Marija",
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 = "Simple model for prediction of traffic induced vibration in buildings",
pages = "10-1",
url = "https://hdl.handle.net/21.15107/rcub_grafar_1304"
}

Petronijević, M., Kovačević, D., Gudžulić, V.,& Nefovska-Danilović, M.. (2015). Simple model for prediction of traffic induced vibration in buildings. in Contemporary Structures - Sustainable Development, Book of Abstracts of the 16th International Symposium of MASE
Macedonian Association of Structural Engineers, Skopje., 1-10.
https://hdl.handle.net/21.15107/rcub_grafar_1304

Petronijević M, Kovačević D, Gudžulić V, Nefovska-Danilović M. Simple model for prediction of traffic induced vibration in buildings. in Contemporary Structures - Sustainable Development, Book of Abstracts of the 16th International Symposium of MASE. 2015;:1-10.
https://hdl.handle.net/21.15107/rcub_grafar_1304 .

Petronijević, Mira, Kovačević, Dragan, Gudžulić, Vladislav, Nefovska-Danilović, Marija, "Simple model for prediction of traffic induced vibration in buildings" in Contemporary Structures - Sustainable Development, Book of Abstracts of the 16th International Symposium of MASE (2015):1-10,
https://hdl.handle.net/21.15107/rcub_grafar_1304 .

TY  - CONF
AU  - Petronijević, Mira
AU  - Kovačević, Dragan
AU  - Marjanović, Miroslav
AU  - Radišić, Marko
AU  - Marjanović, Miloš
PY  - 2014
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/1162
AB  - In this paper the effects of the soil-structure interaction (SSI) on dynamic response of reinforced-concrete (RC) buildings of different heights are analyzed. Two 3D numerical models of 5 and 10-storey reinforced-concrete buildings founded on two different foundation types: plate and single foundations, lying on two types of soils: soft and stiff ones, are considered. Two types of the dynamic analysis are carried out: time history analysis and response spectrum method. The obtained results are compared. Ten earthquake records chosen for Belgrade site are used. The wave propagation in the soil is taken into account using the originally coded MATLAB program. The appropriate conclusions are derived according to the obtained results.
PB  - Društvo građevinskih konstruktera Srbije, Beograd
C3  - Zbornik radova / DGKS Društvo građevinskih konstruktera Srbije, 14. kongres, Novi Sad, 24-26. oktobar, 2014
T1  - Influence of soil-structure interaction on the seismic response of RC buildings
EP  - 174
SP  - 165
UR  - https://hdl.handle.net/21.15107/rcub_grafar_1162
ER  - 

@conference{
author = "Petronijević, Mira and Kovačević, Dragan and Marjanović, Miroslav and Radišić, Marko and Marjanović, Miloš",
year = "2014",
abstract = "In this paper the effects of the soil-structure interaction (SSI) on dynamic response of reinforced-concrete (RC) buildings of different heights are analyzed. Two 3D numerical models of 5 and 10-storey reinforced-concrete buildings founded on two different foundation types: plate and single foundations, lying on two types of soils: soft and stiff ones, are considered. Two types of the dynamic analysis are carried out: time history analysis and response spectrum method. The obtained results are compared. Ten earthquake records chosen for Belgrade site are used. The wave propagation in the soil is taken into account using the originally coded MATLAB program. The appropriate conclusions are derived according to the obtained results.",
publisher = "Društvo građevinskih konstruktera Srbije, Beograd",
journal = "Zbornik radova / DGKS Društvo građevinskih konstruktera Srbije, 14. kongres, Novi Sad, 24-26. oktobar, 2014",
title = "Influence of soil-structure interaction on the seismic response of RC buildings",
pages = "174-165",
url = "https://hdl.handle.net/21.15107/rcub_grafar_1162"
}

Petronijević, M., Kovačević, D., Marjanović, M., Radišić, M.,& Marjanović, M.. (2014). Influence of soil-structure interaction on the seismic response of RC buildings. in Zbornik radova / DGKS Društvo građevinskih konstruktera Srbije, 14. kongres, Novi Sad, 24-26. oktobar, 2014
Društvo građevinskih konstruktera Srbije, Beograd., 165-174.
https://hdl.handle.net/21.15107/rcub_grafar_1162

Petronijević M, Kovačević D, Marjanović M, Radišić M, Marjanović M. Influence of soil-structure interaction on the seismic response of RC buildings. in Zbornik radova / DGKS Društvo građevinskih konstruktera Srbije, 14. kongres, Novi Sad, 24-26. oktobar, 2014. 2014;:165-174.
https://hdl.handle.net/21.15107/rcub_grafar_1162 .

Petronijević, Mira, Kovačević, Dragan, Marjanović, Miroslav, Radišić, Marko, Marjanović, Miloš, "Influence of soil-structure interaction on the seismic response of RC buildings" in Zbornik radova / DGKS Društvo građevinskih konstruktera Srbije, 14. kongres, Novi Sad, 24-26. oktobar, 2014 (2014):165-174,
https://hdl.handle.net/21.15107/rcub_grafar_1162 .

TY  - CONF
AU  - Petronijević, Mira
AU  - Kovačević, Dragan
AU  - Nefovska-Danilović, Marija
PY  - 2014
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/1219
AB  - Simple numerical model for prediction of traffic induced vibration in buildings using wall-rigid floor-soil model is presented in this paper. Only vertical vibrations are considered. The wall is modeled using the axial spectral element, the rigid floor is modeled using effective inertial forces and the effect of soil is taken into account by the dynamic stiffness of rigid foundation on viscoelastic half space. The developed numerical model is used to predict vertical vibrations of 2-, 6- and 13-storey buildings. The calculated building vibrations are compared with the corresponding measured vibrations. The predicted responses closely mimicked the measured ones.
PB  - Građevinski fakultet Subotica, Subotica
C3  - Međunarodna konferencija Savremena dostignuća u građevinarstvu 25
T1  - Simple wall-rigid floor soil model for prediction of traffic induced vibration in buildings
T1  - Jednostavan model zid-kruta tavanica-tlo za predviđanje vibracija od saobraćaja
EP  - 337
SP  - 331
VL  - 25
DO  - 10.14415/konferencijaGFS2014.044
ER  - 

@conference{
author = "Petronijević, Mira and Kovačević, Dragan and Nefovska-Danilović, Marija",
year = "2014",
abstract = "Simple numerical model for prediction of traffic induced vibration in buildings using wall-rigid floor-soil model is presented in this paper. Only vertical vibrations are considered. The wall is modeled using the axial spectral element, the rigid floor is modeled using effective inertial forces and the effect of soil is taken into account by the dynamic stiffness of rigid foundation on viscoelastic half space. The developed numerical model is used to predict vertical vibrations of 2-, 6- and 13-storey buildings. The calculated building vibrations are compared with the corresponding measured vibrations. The predicted responses closely mimicked the measured ones.",
publisher = "Građevinski fakultet Subotica, Subotica",
journal = "Međunarodna konferencija Savremena dostignuća u građevinarstvu 25",
title = "Simple wall-rigid floor soil model for prediction of traffic induced vibration in buildings, Jednostavan model zid-kruta tavanica-tlo za predviđanje vibracija od saobraćaja",
pages = "337-331",
volume = "25",
doi = "10.14415/konferencijaGFS2014.044"
}

Petronijević, M., Kovačević, D.,& Nefovska-Danilović, M.. (2014). Simple wall-rigid floor soil model for prediction of traffic induced vibration in buildings. in Međunarodna konferencija Savremena dostignuća u građevinarstvu 25
Građevinski fakultet Subotica, Subotica., 25, 331-337.
https://doi.org/10.14415/konferencijaGFS2014.044

Petronijević M, Kovačević D, Nefovska-Danilović M. Simple wall-rigid floor soil model for prediction of traffic induced vibration in buildings. in Međunarodna konferencija Savremena dostignuća u građevinarstvu 25. 2014;25:331-337.
doi:10.14415/konferencijaGFS2014.044 .

Petronijević, Mira, Kovačević, Dragan, Nefovska-Danilović, Marija, "Simple wall-rigid floor soil model for prediction of traffic induced vibration in buildings" in Međunarodna konferencija Savremena dostignuća u građevinarstvu 25, 25 (2014):331-337,
https://doi.org/10.14415/konferencijaGFS2014.044 . .