TY  - CONF
AU  - Vidović, Milica
AU  - Nefovska-Danilović, Marija
AU  - Radišić, Marko
PY  - 2022
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/2797
AB  - As a result of rapid development of cities and construction of high-speed rail/road infrastructure, vibration serviceability of buildings due to traffic-induced vibrations has become a growing issue that affects the comfort of living and health of building occupants. In this paper a numerical study in which the influence of soil stiffness on the traffic-induced vibrations of an eight-story residential building is investigated considering soil-structure interaction and applying the substructuring approach and transfer function method. The results are presented in terms of transfer functions for selected points of interests inside the building. The results show that the resonant response of the structure occurs at lower frequencies for soft soil and at higher frequencies for stiff soil, indicating that soil-structure interaction can significantly affect the vibration response of the building.
PB  - Association of Structural Engineers of Serbia
C3  - 16th International Congress Proceeding
T1  - Assessment of traffic-induced building vibrations using Transfer function method
EP  - 240
SP  - 229
UR  - https://hdl.handle.net/21.15107/rcub_grafar_2797
ER  - 

@conference{
author = "Vidović, Milica and Nefovska-Danilović, Marija and Radišić, Marko",
year = "2022",
abstract = "As a result of rapid development of cities and construction of high-speed rail/road infrastructure, vibration serviceability of buildings due to traffic-induced vibrations has become a growing issue that affects the comfort of living and health of building occupants. In this paper a numerical study in which the influence of soil stiffness on the traffic-induced vibrations of an eight-story residential building is investigated considering soil-structure interaction and applying the substructuring approach and transfer function method. The results are presented in terms of transfer functions for selected points of interests inside the building. The results show that the resonant response of the structure occurs at lower frequencies for soft soil and at higher frequencies for stiff soil, indicating that soil-structure interaction can significantly affect the vibration response of the building.",
publisher = "Association of Structural Engineers of Serbia",
journal = "16th International Congress Proceeding",
title = "Assessment of traffic-induced building vibrations using Transfer function method",
pages = "240-229",
url = "https://hdl.handle.net/21.15107/rcub_grafar_2797"
}

Vidović, M., Nefovska-Danilović, M.,& Radišić, M.. (2022). Assessment of traffic-induced building vibrations using Transfer function method. in 16th International Congress Proceeding
Association of Structural Engineers of Serbia., 229-240.
https://hdl.handle.net/21.15107/rcub_grafar_2797

Vidović M, Nefovska-Danilović M, Radišić M. Assessment of traffic-induced building vibrations using Transfer function method. in 16th International Congress Proceeding. 2022;:229-240.
https://hdl.handle.net/21.15107/rcub_grafar_2797 .

Vidović, Milica, Nefovska-Danilović, Marija, Radišić, Marko, "Assessment of traffic-induced building vibrations using Transfer function method" in 16th International Congress Proceeding (2022):229-240,
https://hdl.handle.net/21.15107/rcub_grafar_2797 .

TY  - GEN
AU  - Marinković, Marko
AU  - Radišić, Marko
AU  - Stošić, Saša
AU  - Žugić, Željko
PY  - 2022
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/3017
T2  - Novo tehničko rešenje (metoda) primenjeno na nacionalnom nivou
T1  - Sistem baznih seizmičkih izolatora i prigušivača objekta sa opremom osetljivom na vibracije
UR  - https://hdl.handle.net/21.15107/rcub_grafar_3017
ER  - 

@misc{
author = "Marinković, Marko and Radišić, Marko and Stošić, Saša and Žugić, Željko",
year = "2022",
journal = "Novo tehničko rešenje (metoda) primenjeno na nacionalnom nivou",
title = "Sistem baznih seizmičkih izolatora i prigušivača objekta sa opremom osetljivom na vibracije",
url = "https://hdl.handle.net/21.15107/rcub_grafar_3017"
}

Marinković, M., Radišić, M., Stošić, S.,& Žugić, Ž.. (2022). Sistem baznih seizmičkih izolatora i prigušivača objekta sa opremom osetljivom na vibracije. in Novo tehničko rešenje (metoda) primenjeno na nacionalnom nivou.
https://hdl.handle.net/21.15107/rcub_grafar_3017

Marinković M, Radišić M, Stošić S, Žugić Ž. Sistem baznih seizmičkih izolatora i prigušivača objekta sa opremom osetljivom na vibracije. in Novo tehničko rešenje (metoda) primenjeno na nacionalnom nivou. 2022;.
https://hdl.handle.net/21.15107/rcub_grafar_3017 .

Marinković, Marko, Radišić, Marko, Stošić, Saša, Žugić, Željko, "Sistem baznih seizmičkih izolatora i prigušivača objekta sa opremom osetljivom na vibracije" in Novo tehničko rešenje (metoda) primenjeno na nacionalnom nivou (2022),
https://hdl.handle.net/21.15107/rcub_grafar_3017 .

TY  - JOUR
AU  - Francesca
AU  - Freisinger, Julian
AU  - Radišić, Marko
AU  - Taddei, Francesca
AU  - Müller, Gerhard
PY  - 2022
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/2452
AB  - The dynamic response of rigid and flexible three-dimensional (3D) foundations of arbitrary shape, placed on a homogeneous or layered halfspace, which may contain a finite, longitudinally invariant structure or inhomogeneity, is determined numerically. A 2.5D coupled Integral Transform Method (ITM) - Finite Element Method (FEM) approach is used to compute the dynamic compliance at the surface of the stratified soil with inclusion, whereas 3D ITM fundamental solutions are applied in case of a homogeneous or layered subgrade. The foundation is modelled by 3D finite elements in both cases and coupled to the underlying ground by enforcing the compatibility conditions at the interface. Compliance functions at the soil foundation interface are presented and compared with existing solutions for verification as well as displacement distributions within the underlying ground are illustrated. The influence of the foundation stiffness on the total response as well as on the frequency dependent power transmission into the soil due to different load types is studied. Finally, the method is applied to evaluate the influence of a tunnel and a stiff cylindrical inclusion on the dynamic response of the foundation, thereby demonstrating the importance of taking into account the Structure-Soil-Structure-Interaction (SSSI).
PB  - Elsevier
T2  - Soil Dynamics and Earthquake Engineering
T1  - Dynamic response of three-dimensional rigid and flexible foundations on layered soils with local inhomogeneities
VL  - 153
DO  - 10.1016/j.soildyn.2021.107007
ER  - 

@article{
author = "Francesca and Freisinger, Julian and Radišić, Marko and Taddei, Francesca and Müller, Gerhard",
year = "2022",
abstract = "The dynamic response of rigid and flexible three-dimensional (3D) foundations of arbitrary shape, placed on a homogeneous or layered halfspace, which may contain a finite, longitudinally invariant structure or inhomogeneity, is determined numerically. A 2.5D coupled Integral Transform Method (ITM) - Finite Element Method (FEM) approach is used to compute the dynamic compliance at the surface of the stratified soil with inclusion, whereas 3D ITM fundamental solutions are applied in case of a homogeneous or layered subgrade. The foundation is modelled by 3D finite elements in both cases and coupled to the underlying ground by enforcing the compatibility conditions at the interface. Compliance functions at the soil foundation interface are presented and compared with existing solutions for verification as well as displacement distributions within the underlying ground are illustrated. The influence of the foundation stiffness on the total response as well as on the frequency dependent power transmission into the soil due to different load types is studied. Finally, the method is applied to evaluate the influence of a tunnel and a stiff cylindrical inclusion on the dynamic response of the foundation, thereby demonstrating the importance of taking into account the Structure-Soil-Structure-Interaction (SSSI).",
publisher = "Elsevier",
journal = "Soil Dynamics and Earthquake Engineering",
title = "Dynamic response of three-dimensional rigid and flexible foundations on layered soils with local inhomogeneities",
volume = "153",
doi = "10.1016/j.soildyn.2021.107007"
}

Francesca, Freisinger, J., Radišić, M., Taddei, F.,& Müller, G.. (2022). Dynamic response of three-dimensional rigid and flexible foundations on layered soils with local inhomogeneities. in Soil Dynamics and Earthquake Engineering
Elsevier., 153.
https://doi.org/10.1016/j.soildyn.2021.107007

Francesca, Freisinger J, Radišić M, Taddei F, Müller G. Dynamic response of three-dimensional rigid and flexible foundations on layered soils with local inhomogeneities. in Soil Dynamics and Earthquake Engineering. 2022;153.
doi:10.1016/j.soildyn.2021.107007 .

Francesca, Freisinger, Julian, Radišić, Marko, Taddei, Francesca, Müller, Gerhard, "Dynamic response of three-dimensional rigid and flexible foundations on layered soils with local inhomogeneities" in Soil Dynamics and Earthquake Engineering, 153 (2022),
https://doi.org/10.1016/j.soildyn.2021.107007 . .

TY  - CONF
AU  - Radišić, Marko
AU  - Petronijević, Mira
PY  - 2021
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/2509
AB  - This paper presents the usage of open source hardware and software for measuring mechanical vibrations. The process of constructing the vibration measurement system including the Arduino UNO R3 ATmega328P microcontroller and Analog Devices ADXL335 accelerometer is described. The program for data acquisition is written in C++. The program for signal processing is written in Python. Vibrations are measured on the steel beam with overhangs. The obtained results are compared with the results measured with the MGCplus data acquisition system and Silicon Design 2240-002 accelerometer.
PB  - University of Belgrade Faculty of Civil Engineering
C3  - ASES International Symposium
T1  - Application of Arduino Platform for Measuring Mechanical Vibrations
EP  - 500
SP  - 491
UR  - https://hdl.handle.net/21.15107/rcub_grafar_2509
ER  - 

@conference{
author = "Radišić, Marko and Petronijević, Mira",
year = "2021",
abstract = "This paper presents the usage of open source hardware and software for measuring mechanical vibrations. The process of constructing the vibration measurement system including the Arduino UNO R3 ATmega328P microcontroller and Analog Devices ADXL335 accelerometer is described. The program for data acquisition is written in C++. The program for signal processing is written in Python. Vibrations are measured on the steel beam with overhangs. The obtained results are compared with the results measured with the MGCplus data acquisition system and Silicon Design 2240-002 accelerometer.",
publisher = "University of Belgrade Faculty of Civil Engineering",
journal = "ASES International Symposium",
title = "Application of Arduino Platform for Measuring Mechanical Vibrations",
pages = "500-491",
url = "https://hdl.handle.net/21.15107/rcub_grafar_2509"
}

Radišić, M.,& Petronijević, M.. (2021). Application of Arduino Platform for Measuring Mechanical Vibrations. in ASES International Symposium
University of Belgrade Faculty of Civil Engineering., 491-500.
https://hdl.handle.net/21.15107/rcub_grafar_2509

Radišić M, Petronijević M. Application of Arduino Platform for Measuring Mechanical Vibrations. in ASES International Symposium. 2021;:491-500.
https://hdl.handle.net/21.15107/rcub_grafar_2509 .

Radišić, Marko, Petronijević, Mira, "Application of Arduino Platform for Measuring Mechanical Vibrations" in ASES International Symposium (2021):491-500,
https://hdl.handle.net/21.15107/rcub_grafar_2509 .

TY  - CONF
AU  - Radišić, Marko
AU  - Petronijević, Mira
AU  - Müller, Gerhard
PY  - 2020
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/2182
AB  - A semi-analytical method deals with vertical vibrations of a massive, flexible rectangular foundation smoothly jointed to an elastic, homogeneous halfspace is presented. The method is based on the solution in frequency domain that represents a combination of the Integral Transform Method (ITM) used for the soil and the Dynamic Stiffness Method (DSM) used for the foundation. The coupling of the foundation and the soil is established using the modal superposition technique. The influence of the foundation mass and the foundation stiffness on the response of the system is analyzed. The accuracy of the results obtained by using the proposed technique is also discussed.
PB  - EASD Procedia
C3  - XI International Conference on Structural Dynamics - EURODYN 2020
T1  - Vibrations of rectangular flexible foundation on halfspace
EP  - 2867
SP  - 2857
DO  - 10.47964/1120.9234.19268
ER  - 

@conference{
author = "Radišić, Marko and Petronijević, Mira and Müller, Gerhard",
year = "2020",
abstract = "A semi-analytical method deals with vertical vibrations of a massive, flexible rectangular foundation smoothly jointed to an elastic, homogeneous halfspace is presented. The method is based on the solution in frequency domain that represents a combination of the Integral Transform Method (ITM) used for the soil and the Dynamic Stiffness Method (DSM) used for the foundation. The coupling of the foundation and the soil is established using the modal superposition technique. The influence of the foundation mass and the foundation stiffness on the response of the system is analyzed. The accuracy of the results obtained by using the proposed technique is also discussed.",
publisher = "EASD Procedia",
journal = "XI International Conference on Structural Dynamics - EURODYN 2020",
title = "Vibrations of rectangular flexible foundation on halfspace",
pages = "2867-2857",
doi = "10.47964/1120.9234.19268"
}

Radišić, M., Petronijević, M.,& Müller, G.. (2020). Vibrations of rectangular flexible foundation on halfspace. in XI International Conference on Structural Dynamics - EURODYN 2020
EASD Procedia., 2857-2867.
https://doi.org/10.47964/1120.9234.19268

Radišić M, Petronijević M, Müller G. Vibrations of rectangular flexible foundation on halfspace. in XI International Conference on Structural Dynamics - EURODYN 2020. 2020;:2857-2867.
doi:10.47964/1120.9234.19268 .

Radišić, Marko, Petronijević, Mira, Müller, Gerhard, "Vibrations of rectangular flexible foundation on halfspace" in XI International Conference on Structural Dynamics - EURODYN 2020 (2020):2857-2867,
https://doi.org/10.47964/1120.9234.19268 . .

TY  - JOUR
AU  - Radišić, Marko
AU  - Petronijević, Mira
AU  - Müller, Gerhard
PY  - 2019
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/2113
AB  - This paper presents a novel method, ITM- DSM, for the soil-foundation interaction problems analysis. It is a semi-numerical method based on the coupling of the Integral Transform Method (ITM) and the Dynamic Stiffness Method (DSM). The stiffness matrix of the soil-foundation system is obtained using the substructure technique. The ITM is used to obtain the solution of the wave propagation in the soil, while the DSM is used to calculate the dynamic stiffness matrix of the foundation. Both methods are operating in the frequency domain what makes them suitable for coupling. The number of numerical operations in the frequency domain is reduced by the application of the modal superposition technique. The analysis of vertical vibrations of flexible foundations resting on the viscoelastic half-space is presented. The formulation of the method could be generalized for horizontal and rocking vibrations. It could be also reduced to the problem of flexible strip foundations of infinite length.
T2  - Scientific Journal of Civil Engineering (SJCE)
T1  - Vertical Vibrations of Rectangular Flexible Foundation on Viscoelastic Halfspace
IS  - 2
VL  - 8
UR  - https://hdl.handle.net/21.15107/rcub_grafar_2113
ER  - 

@article{
author = "Radišić, Marko and Petronijević, Mira and Müller, Gerhard",
year = "2019",
abstract = "This paper presents a novel method, ITM- DSM, for the soil-foundation interaction problems analysis. It is a semi-numerical method based on the coupling of the Integral Transform Method (ITM) and the Dynamic Stiffness Method (DSM). The stiffness matrix of the soil-foundation system is obtained using the substructure technique. The ITM is used to obtain the solution of the wave propagation in the soil, while the DSM is used to calculate the dynamic stiffness matrix of the foundation. Both methods are operating in the frequency domain what makes them suitable for coupling. The number of numerical operations in the frequency domain is reduced by the application of the modal superposition technique. The analysis of vertical vibrations of flexible foundations resting on the viscoelastic half-space is presented. The formulation of the method could be generalized for horizontal and rocking vibrations. It could be also reduced to the problem of flexible strip foundations of infinite length.",
journal = "Scientific Journal of Civil Engineering (SJCE)",
title = "Vertical Vibrations of Rectangular Flexible Foundation on Viscoelastic Halfspace",
number = "2",
volume = "8",
url = "https://hdl.handle.net/21.15107/rcub_grafar_2113"
}

Radišić, M., Petronijević, M.,& Müller, G.. (2019). Vertical Vibrations of Rectangular Flexible Foundation on Viscoelastic Halfspace. in Scientific Journal of Civil Engineering (SJCE), 8(2).
https://hdl.handle.net/21.15107/rcub_grafar_2113

Radišić M, Petronijević M, Müller G. Vertical Vibrations of Rectangular Flexible Foundation on Viscoelastic Halfspace. in Scientific Journal of Civil Engineering (SJCE). 2019;8(2).
https://hdl.handle.net/21.15107/rcub_grafar_2113 .

Radišić, Marko, Petronijević, Mira, Müller, Gerhard, "Vertical Vibrations of Rectangular Flexible Foundation on Viscoelastic Halfspace" in Scientific Journal of Civil Engineering (SJCE), 8, no. 2 (2019),
https://hdl.handle.net/21.15107/rcub_grafar_2113 .

TY  - CHAP
AU  - Radišić, Marko
AU  - Petronijević, Mira
PY  - 2019
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/2135
AB  - Тема овог рада је анализа вертикалних вибрација флексибилног тракастог темеља фундираног на површини еластичног, хомогеног полупростора. Претпоставка је да се темељ у попречном пресеку понаша као Ојлер-Бернулијева греда и да између темеља и тла не постоје клизања, нити дисконтинуитет у пољу померања. Проблем је решен у фреквентном домену применом методе подструктура. Темељ је анализиран применом Методе динамичке крутости, док је у анализи тла примењена Метода интегралне трансформације. Ефекат интеракције између темеља и тла решен је примeном модалне матрице крутости тла. Применом наведеног поступка, одређена је динамичка крутост у тежишту темеља. Приказани су резултати параметарске анализе у којој је варирана флексибилност темеља и функција оптерећења темеља. Показано је да конвергенција резултата зависи од типа проблема који се анализира.
AB  - This paper deals with vertical vibrations of а flexible strip foundation resting on the surface of an elastic, homogeneous halfspace. The assumption is that the foundation acts as an Euler-Bernoulli beam, cross- section wise, and there is no sliding, nor discontinuities in terms of displacements between the foundation and the soil. Problem is solved in the frequency domain using the substructure method. The foundation is analyzed using the Dynamic Stiffness Method, while the soil is analysed using the Integral Transform Method. The interaction effect between the foundation and the soil is solved by applying a modal soil stiffness matrix. Using the procedure described above, the dynamic stiffness, relative to the centre of flexible foundation, is calculated. The parametric analysis that considers the variation of the stiffness of the foundation and the loading function is presented. It is shown that the convergence of the results depends on the type of the problem that is analyzed.
PB  - Akademija inženjerskih nauka Srbije
PB  - Građevinski fakultet Univerziteta u Crnoj Gori
PB  - Građevinski fakultet Univerziteta u Beogradu
T2  - Teorija građevinskih konstrukcija - Monografija posvećena uspomeni na profesora Miodraga Sekulovića
T1  - Dinamička fleksibilnost trakastog temelja na poluprostoru
T1  - Dynamic Flexibility of Strip Foundation on Halfspace
EP  - 64
SP  - 55
UR  - https://hdl.handle.net/21.15107/rcub_grafar_2135
ER  - 

@inbook{
author = "Radišić, Marko and Petronijević, Mira",
year = "2019",
abstract = "Тема овог рада је анализа вертикалних вибрација флексибилног тракастог темеља фундираног на површини еластичног, хомогеног полупростора. Претпоставка је да се темељ у попречном пресеку понаша као Ојлер-Бернулијева греда и да између темеља и тла не постоје клизања, нити дисконтинуитет у пољу померања. Проблем је решен у фреквентном домену применом методе подструктура. Темељ је анализиран применом Методе динамичке крутости, док је у анализи тла примењена Метода интегралне трансформације. Ефекат интеракције између темеља и тла решен је примeном модалне матрице крутости тла. Применом наведеног поступка, одређена је динамичка крутост у тежишту темеља. Приказани су резултати параметарске анализе у којој је варирана флексибилност темеља и функција оптерећења темеља. Показано је да конвергенција резултата зависи од типа проблема који се анализира., This paper deals with vertical vibrations of а flexible strip foundation resting on the surface of an elastic, homogeneous halfspace. The assumption is that the foundation acts as an Euler-Bernoulli beam, cross- section wise, and there is no sliding, nor discontinuities in terms of displacements between the foundation and the soil. Problem is solved in the frequency domain using the substructure method. The foundation is analyzed using the Dynamic Stiffness Method, while the soil is analysed using the Integral Transform Method. The interaction effect between the foundation and the soil is solved by applying a modal soil stiffness matrix. Using the procedure described above, the dynamic stiffness, relative to the centre of flexible foundation, is calculated. The parametric analysis that considers the variation of the stiffness of the foundation and the loading function is presented. It is shown that the convergence of the results depends on the type of the problem that is analyzed.",
publisher = "Akademija inženjerskih nauka Srbije, Građevinski fakultet Univerziteta u Crnoj Gori, Građevinski fakultet Univerziteta u Beogradu",
journal = "Teorija građevinskih konstrukcija - Monografija posvećena uspomeni na profesora Miodraga Sekulovića",
booktitle = "Dinamička fleksibilnost trakastog temelja na poluprostoru, Dynamic Flexibility of Strip Foundation on Halfspace",
pages = "64-55",
url = "https://hdl.handle.net/21.15107/rcub_grafar_2135"
}

Radišić, M.,& Petronijević, M.. (2019). Dinamička fleksibilnost trakastog temelja na poluprostoru. in Teorija građevinskih konstrukcija - Monografija posvećena uspomeni na profesora Miodraga Sekulovića
Akademija inženjerskih nauka Srbije., 55-64.
https://hdl.handle.net/21.15107/rcub_grafar_2135

Radišić M, Petronijević M. Dinamička fleksibilnost trakastog temelja na poluprostoru. in Teorija građevinskih konstrukcija - Monografija posvećena uspomeni na profesora Miodraga Sekulovića. 2019;:55-64.
https://hdl.handle.net/21.15107/rcub_grafar_2135 .

Radišić, Marko, Petronijević, Mira, "Dinamička fleksibilnost trakastog temelja na poluprostoru" in Teorija građevinskih konstrukcija - Monografija posvećena uspomeni na profesora Miodraga Sekulovića (2019):55-64,
https://hdl.handle.net/21.15107/rcub_grafar_2135 .

TY  - CONF
AU  - Radišić, Marko
AU  - Petronijević, Mira
AU  - Damnjanović, Emilija
PY  - 2019
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/2114
AB  - This paper deals with the analysis of the dynamic response of the flexible strip foundation resting on the surface of the soil. Plane strain steady state analysis is considered. The cross section of the foundation behaves as an Euler-Bernoulli beam. There is no sliding between the foundation and the soil. The problem is solved using sub-structuring technique, considering two sub-structures: 
the foundation and the soil. The foundation is modeled using the Dynamic stiffness method (DSM) and the soil using the Integral transform method (ITM). Both DSM and ITM are based on Fourier transforms, operating in space-frequency or wavenumber-frequency domain. The coupling of the sub-structures is obtained using modal superposition approach. Vertical and 
horizontal response of the strip foundation is calculated for different soil/foundation stiffness ratio and for different frequencies.  Presented results show the influence of the excitation frequency and foundation stiffness on displacement field of the foundation.
C3  - 7th International Congress of Serbian Society of Mechanics
T1  - Vibrations of Massless Flexible Strip on Visco-Elastic Half-Space
SP  - 116
UR  - https://hdl.handle.net/21.15107/rcub_grafar_2114
ER  - 

@conference{
author = "Radišić, Marko and Petronijević, Mira and Damnjanović, Emilija",
year = "2019",
abstract = "This paper deals with the analysis of the dynamic response of the flexible strip foundation resting on the surface of the soil. Plane strain steady state analysis is considered. The cross section of the foundation behaves as an Euler-Bernoulli beam. There is no sliding between the foundation and the soil. The problem is solved using sub-structuring technique, considering two sub-structures: 
the foundation and the soil. The foundation is modeled using the Dynamic stiffness method (DSM) and the soil using the Integral transform method (ITM). Both DSM and ITM are based on Fourier transforms, operating in space-frequency or wavenumber-frequency domain. The coupling of the sub-structures is obtained using modal superposition approach. Vertical and 
horizontal response of the strip foundation is calculated for different soil/foundation stiffness ratio and for different frequencies.  Presented results show the influence of the excitation frequency and foundation stiffness on displacement field of the foundation.",
journal = "7th International Congress of Serbian Society of Mechanics",
title = "Vibrations of Massless Flexible Strip on Visco-Elastic Half-Space",
pages = "116",
url = "https://hdl.handle.net/21.15107/rcub_grafar_2114"
}

Radišić, M., Petronijević, M.,& Damnjanović, E.. (2019). Vibrations of Massless Flexible Strip on Visco-Elastic Half-Space. in 7th International Congress of Serbian Society of Mechanics, 116.
https://hdl.handle.net/21.15107/rcub_grafar_2114

Radišić M, Petronijević M, Damnjanović E. Vibrations of Massless Flexible Strip on Visco-Elastic Half-Space. in 7th International Congress of Serbian Society of Mechanics. 2019;:116.
https://hdl.handle.net/21.15107/rcub_grafar_2114 .

Radišić, Marko, Petronijević, Mira, Damnjanović, Emilija, "Vibrations of Massless Flexible Strip on Visco-Elastic Half-Space" in 7th International Congress of Serbian Society of Mechanics (2019):116,
https://hdl.handle.net/21.15107/rcub_grafar_2114 .

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  - THES
AU  - Radišić, Marko
PY  - 2018
UR  - http://eteze.bg.ac.rs/application/showtheses?thesesId=6436
UR  - https://fedorabg.bg.ac.rs/fedora/get/o:19152/bdef:Content/download
UR  - http://vbs.rs/scripts/cobiss?command=DISPLAY&base=70036&RID=50860559
UR  - http://nardus.mpn.gov.rs/123456789/10562
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/1696
AB  - U ovom radu prikazano je rešenje problema interakcije temelja i tla primjenommetode podstruktura. Podstrukture su modelirane metodama transformacije. Ovemetode podrazumijevaju transformaciju diferencijalnih jednacina kretanja sistema izoriginalnog domena definisanog u prostoru i vremenu, u domen prostornih koordinatai frekvencija, ili u domen talasnih brojeva i frekvencija. Prednost ovih metoda jetransparentnost uticaja ulaznih podataka na rezultat analize. Temelj je modelirankorišcenjem Metode spektralnih elemenata, na osnovu koje je odre eno tacno rešenjediferencijalnih jednacina kretanja talasa u ploci u domenu prostornih koordinata ifrekvencija. Tlo je modelirano korišcenjem Metode integralne transformacije. Metodaje bazirana na analitickom rešenju Laméovih diferencijalnih jednacina kretanja udomenu talasnih brojeva i frekvencija. Diferencijalna jednacina sistema tlo-temeljriješena je u domenu prostornih koordinata i frekvencija korišcenjem metode modalnesuperpozicije. Predstavljeni postupak je iskorišcen za sracunavanje aproksimativnoganalitickog rešenja problema površinskih temelja bez mase. Sracunati su odgovorisledecih sistema: kruti kvadratni temelj na poluprostoru, sistem krutih kvadratnihtemelja na sloju iznad krute baze, fleksibilni trakasti temelj na poluprostoru ifleksibilni kvadratni temelj na poluprostoru. Glavni doprinos predloženog postupkaogleda se u rešavanju problema interakcije tla i fleksibilnih temelja.
PB  - Универзитет у Београду, Грађевински факултет
T2  - Универзитет у Београду
T1  - ITM-based dynamic analysis of foundations resting on a layered halfspace
UR  - https://hdl.handle.net/21.15107/rcub_nardus_10562
ER  - 

@phdthesis{
author = "Radišić, Marko",
year = "2018",
abstract = "U ovom radu prikazano je rešenje problema interakcije temelja i tla primjenommetode podstruktura. Podstrukture su modelirane metodama transformacije. Ovemetode podrazumijevaju transformaciju diferencijalnih jednacina kretanja sistema izoriginalnog domena definisanog u prostoru i vremenu, u domen prostornih koordinatai frekvencija, ili u domen talasnih brojeva i frekvencija. Prednost ovih metoda jetransparentnost uticaja ulaznih podataka na rezultat analize. Temelj je modelirankorišcenjem Metode spektralnih elemenata, na osnovu koje je odre eno tacno rešenjediferencijalnih jednacina kretanja talasa u ploci u domenu prostornih koordinata ifrekvencija. Tlo je modelirano korišcenjem Metode integralne transformacije. Metodaje bazirana na analitickom rešenju Laméovih diferencijalnih jednacina kretanja udomenu talasnih brojeva i frekvencija. Diferencijalna jednacina sistema tlo-temeljriješena je u domenu prostornih koordinata i frekvencija korišcenjem metode modalnesuperpozicije. Predstavljeni postupak je iskorišcen za sracunavanje aproksimativnoganalitickog rešenja problema površinskih temelja bez mase. Sracunati su odgovorisledecih sistema: kruti kvadratni temelj na poluprostoru, sistem krutih kvadratnihtemelja na sloju iznad krute baze, fleksibilni trakasti temelj na poluprostoru ifleksibilni kvadratni temelj na poluprostoru. Glavni doprinos predloženog postupkaogleda se u rešavanju problema interakcije tla i fleksibilnih temelja.",
publisher = "Универзитет у Београду, Грађевински факултет",
journal = "Универзитет у Београду",
title = "ITM-based dynamic analysis of foundations resting on a layered halfspace",
url = "https://hdl.handle.net/21.15107/rcub_nardus_10562"
}

Radišić, M.. (2018). ITM-based dynamic analysis of foundations resting on a layered halfspace. in Универзитет у Београду
Универзитет у Београду, Грађевински факултет..
https://hdl.handle.net/21.15107/rcub_nardus_10562

Radišić M. ITM-based dynamic analysis of foundations resting on a layered halfspace. in Универзитет у Београду. 2018;.
https://hdl.handle.net/21.15107/rcub_nardus_10562 .

Radišić, Marko, "ITM-based dynamic analysis of foundations resting on a layered halfspace" in Универзитет у Београду (2018),
https://hdl.handle.net/21.15107/rcub_nardus_10562 .

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  - JOUR
AU  - Radišić, Marko
AU  - Petronijević, Mira
AU  - Müller, Gerhard
PY  - 2017
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/1568
AB  - The dynamic response of rigid and flexible foundations on the soil has been subject of extensive study in the past decades. A hybrid method using a combined finite element method (FEM) and boundary element method (BEM) is the most common method used for solving this problem. The objective of this paper is to present an effective frequency domain method to obtain the dynamic response of a flexible strip foundation resting on a viscoelastic halfspace. The foundation is treated with the spectral element method (SEM), while the soil is modelled using the integral transform method (ITM). Both SEM and ITM are based on the analytical solution of the Lame-equations in the frequency domain and therefore are suitable for combining. The solution is obtained in the transformed space-frequency or wavenumber-frequency domain using the Fourier transformation. The study is performed as a 2D plane-strain analysis, assuming that the foundation cross-section behaves as an Euler-Bernoulli beam and that there is no sliding between the foundation and the soil, nor discontinuities in terms of the displacement field. The vertical displacements field of the foundation is described by a set of modal functions corresponding to free vibration mode shapes of a SEM Euler-Bernoulli beam element. The coupling between the foundation and the soil is achieved using the modal soil impedance functions, which are determined by using the ITM. The displacements of the coupled foundation-soil system are solved by the modal superposition method. The accuracy of the proposed method is assessed by comparing the obtained results with the results obtained by a commercial software package SASSI2000. The comparison shows that the presented method is accurate and less costly in terms of computational effort, especially in the high frequency range. The presented method can be easily extended to provide the solution of the response of a flexible strip on a layered halfspace due to a horizontal and vertical excitation.
T2  - Procedia Engineering
T1  - Vibrations of Flexible Strip on Viscoelastic Halfspace
EP  - 2425
SP  - 2420
VL  - 199
DO  - 10.1016/j.proeng.2017.09.314
ER  - 

@article{
author = "Radišić, Marko and Petronijević, Mira and Müller, Gerhard",
year = "2017",
abstract = "The dynamic response of rigid and flexible foundations on the soil has been subject of extensive study in the past decades. A hybrid method using a combined finite element method (FEM) and boundary element method (BEM) is the most common method used for solving this problem. The objective of this paper is to present an effective frequency domain method to obtain the dynamic response of a flexible strip foundation resting on a viscoelastic halfspace. The foundation is treated with the spectral element method (SEM), while the soil is modelled using the integral transform method (ITM). Both SEM and ITM are based on the analytical solution of the Lame-equations in the frequency domain and therefore are suitable for combining. The solution is obtained in the transformed space-frequency or wavenumber-frequency domain using the Fourier transformation. The study is performed as a 2D plane-strain analysis, assuming that the foundation cross-section behaves as an Euler-Bernoulli beam and that there is no sliding between the foundation and the soil, nor discontinuities in terms of the displacement field. The vertical displacements field of the foundation is described by a set of modal functions corresponding to free vibration mode shapes of a SEM Euler-Bernoulli beam element. The coupling between the foundation and the soil is achieved using the modal soil impedance functions, which are determined by using the ITM. The displacements of the coupled foundation-soil system are solved by the modal superposition method. The accuracy of the proposed method is assessed by comparing the obtained results with the results obtained by a commercial software package SASSI2000. The comparison shows that the presented method is accurate and less costly in terms of computational effort, especially in the high frequency range. The presented method can be easily extended to provide the solution of the response of a flexible strip on a layered halfspace due to a horizontal and vertical excitation.",
journal = "Procedia Engineering",
title = "Vibrations of Flexible Strip on Viscoelastic Halfspace",
pages = "2425-2420",
volume = "199",
doi = "10.1016/j.proeng.2017.09.314"
}

Radišić, M., Petronijević, M.,& Müller, G.. (2017). Vibrations of Flexible Strip on Viscoelastic Halfspace. in Procedia Engineering, 199, 2420-2425.
https://doi.org/10.1016/j.proeng.2017.09.314

Radišić M, Petronijević M, Müller G. Vibrations of Flexible Strip on Viscoelastic Halfspace. in Procedia Engineering. 2017;199:2420-2425.
doi:10.1016/j.proeng.2017.09.314 .

Radišić, Marko, Petronijević, Mira, Müller, Gerhard, "Vibrations of Flexible Strip on Viscoelastic Halfspace" in Procedia Engineering, 199 (2017):2420-2425,
https://doi.org/10.1016/j.proeng.2017.09.314 . .

TY  - CHAP
AU  - Petronijević, Mira
AU  - Radišić, Marko
PY  - 2017
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/1097
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  - Empirijski modeli za predviđanje vibracija
EP  - 65
SP  - 53
UR  - https://hdl.handle.net/21.15107/rcub_grafar_1097
ER  - 

@inbook{
author = "Petronijević, Mira and Radišić, Marko",
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 = "Empirijski modeli za predviđanje vibracija",
pages = "65-53",
url = "https://hdl.handle.net/21.15107/rcub_grafar_1097"
}

Petronijević, M.,& Radišić, M.. (2017). Empirijski 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., 53-65.
https://hdl.handle.net/21.15107/rcub_grafar_1097

Petronijević M, Radišić M. Empirijski modeli za predviđanje vibracija. in Vibracije od saobraćaja : nastanak, merenje, predviđanje i procena njihovog dejstva na objekte i lju. 2017;:53-65.
https://hdl.handle.net/21.15107/rcub_grafar_1097 .

Petronijević, Mira, Radišić, Marko, "Empirijski modeli za predviđanje vibracija" in Vibracije od saobraćaja : nastanak, merenje, predviđanje i procena njihovog dejstva na objekte i lju (2017):53-65,
https://hdl.handle.net/21.15107/rcub_grafar_1097 .

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  - Radišić, Marko
AU  - Petronijević, Mira
PY  - 2016
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/1412
AB  - In this paper the dynamic interaction of two rigid massless foundations resting on the finite depth soil medium layer. The vertical response of a loaded and unloaded foundation of a layer over a bedrock is calculated by Integral transform method (ITM). This method is based on analytical solution of the Lamé`s differential equations of motion. A parametric analysis of vertical vibrations as a function of soil depth is carried out using a computer program developed in MATLAB. The obtained results are presented.
PB  - Građevinski fakultet Subotica, Subotica
C3  - Zbornik radova 4. međunarodne konferencije Savremena dostignuća u građevinarstvu 2016
T1  - Vertical Response of Adjacent Foundations on Layered Soil by ITM
T1  - Vertikalni odgovor grupe temelja na slojevitom tlu primenom ITM
EP  - 558
SP  - 549
VL  - 32
DO  - 10.14415/konferencijaGFS2016.056
ER  - 

@conference{
author = "Radišić, Marko and Petronijević, Mira",
year = "2016",
abstract = "In this paper the dynamic interaction of two rigid massless foundations resting on the finite depth soil medium layer. The vertical response of a loaded and unloaded foundation of a layer over a bedrock is calculated by Integral transform method (ITM). This method is based on analytical solution of the Lamé`s differential equations of motion. A parametric analysis of vertical vibrations as a function of soil depth is carried out using a computer program developed in MATLAB. The obtained results are presented.",
publisher = "Građevinski fakultet Subotica, Subotica",
journal = "Zbornik radova 4. međunarodne konferencije Savremena dostignuća u građevinarstvu 2016",
title = "Vertical Response of Adjacent Foundations on Layered Soil by ITM, Vertikalni odgovor grupe temelja na slojevitom tlu primenom ITM",
pages = "558-549",
volume = "32",
doi = "10.14415/konferencijaGFS2016.056"
}

Radišić, M.,& Petronijević, M.. (2016). Vertical Response of Adjacent Foundations on Layered Soil by ITM. in Zbornik radova 4. međunarodne konferencije Savremena dostignuća u građevinarstvu 2016
Građevinski fakultet Subotica, Subotica., 32, 549-558.
https://doi.org/10.14415/konferencijaGFS2016.056

Radišić M, Petronijević M. Vertical Response of Adjacent Foundations on Layered Soil by ITM. in Zbornik radova 4. međunarodne konferencije Savremena dostignuća u građevinarstvu 2016. 2016;32:549-558.
doi:10.14415/konferencijaGFS2016.056 .

Radišić, Marko, Petronijević, Mira, "Vertical Response of Adjacent Foundations on Layered Soil by ITM" in Zbornik radova 4. međunarodne konferencije Savremena dostignuća u građevinarstvu 2016, 32 (2016):549-558,
https://doi.org/10.14415/konferencijaGFS2016.056 . .

TY  - CONF
AU  - Petronijević, Mira
AU  - Marjanović, Miroslav
AU  - Radišić, Marko
AU  - Marjanović, Miloš
AU  - Nefovska-Danilović, Marija
PY  - 2014
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/1212
AB  - In this paper the effects of soil-structure interaction (SSI) on reinforced concrete (RC) buildings are analyzed. The dynamic analysis was carried out for two buildings of different heights, founded on three different types of soils, and two different types of foundation, with and without soil interaction. Ten earthquake records, chosen for Belgrade site, were used in the response spectrum analysis. The mean spectrum at the base of the soil deposit and the mean spectra at the surface of each soil types were derived. Calculation was performed using the originally coded MATLAB program, which accounts for downward and upward wave propagation. The influence of the soil layer over the bedrock on the response of the RC buildings was calculated using the commercial software SAP2000. The conclusions were carried out according to theobtained results.
PB  - Savez građevinskih inženjera Srbije, Beograd
C3  - Zbornik radova / Četvrto međunarodno naučno-stručno savetovanje Zemljotresno inženjerstvo i inženjerska seizmologija, Borsko jezero, 19.-21. maj 2014. godine = Conference Proceedings / Fourth International Conference Seismic Engineering and Engineering Se
T1  - Comparative seismic analysis of RC buildings under influence of soil-structure interaction
EP  - 352
SP  - 343
UR  - https://hdl.handle.net/21.15107/rcub_grafar_1212
ER  - 

@conference{
author = "Petronijević, Mira and Marjanović, Miroslav and Radišić, Marko and Marjanović, Miloš and Nefovska-Danilović, Marija",
year = "2014",
abstract = "In this paper the effects of soil-structure interaction (SSI) on reinforced concrete (RC) buildings are analyzed. The dynamic analysis was carried out for two buildings of different heights, founded on three different types of soils, and two different types of foundation, with and without soil interaction. Ten earthquake records, chosen for Belgrade site, were used in the response spectrum analysis. The mean spectrum at the base of the soil deposit and the mean spectra at the surface of each soil types were derived. Calculation was performed using the originally coded MATLAB program, which accounts for downward and upward wave propagation. The influence of the soil layer over the bedrock on the response of the RC buildings was calculated using the commercial software SAP2000. The conclusions were carried out according to theobtained results.",
publisher = "Savez građevinskih inženjera Srbije, Beograd",
journal = "Zbornik radova / Četvrto međunarodno naučno-stručno savetovanje Zemljotresno inženjerstvo i inženjerska seizmologija, Borsko jezero, 19.-21. maj 2014. godine = Conference Proceedings / Fourth International Conference Seismic Engineering and Engineering Se",
title = "Comparative seismic analysis of RC buildings under influence of soil-structure interaction",
pages = "352-343",
url = "https://hdl.handle.net/21.15107/rcub_grafar_1212"
}

Petronijević, M., Marjanović, M., Radišić, M., Marjanović, M.,& Nefovska-Danilović, M.. (2014). Comparative seismic analysis of RC buildings under influence of soil-structure interaction. in Zbornik radova / Četvrto međunarodno naučno-stručno savetovanje Zemljotresno inženjerstvo i inženjerska seizmologija, Borsko jezero, 19.-21. maj 2014. godine = Conference Proceedings / Fourth International Conference Seismic Engineering and Engineering Se
Savez građevinskih inženjera Srbije, Beograd., 343-352.
https://hdl.handle.net/21.15107/rcub_grafar_1212

Petronijević M, Marjanović M, Radišić M, Marjanović M, Nefovska-Danilović M. Comparative seismic analysis of RC buildings under influence of soil-structure interaction. in Zbornik radova / Četvrto međunarodno naučno-stručno savetovanje Zemljotresno inženjerstvo i inženjerska seizmologija, Borsko jezero, 19.-21. maj 2014. godine = Conference Proceedings / Fourth International Conference Seismic Engineering and Engineering Se. 2014;:343-352.
https://hdl.handle.net/21.15107/rcub_grafar_1212 .

Petronijević, Mira, Marjanović, Miroslav, Radišić, Marko, Marjanović, Miloš, Nefovska-Danilović, Marija, "Comparative seismic analysis of RC buildings under influence of soil-structure interaction" in Zbornik radova / Četvrto međunarodno naučno-stručno savetovanje Zemljotresno inženjerstvo i inženjerska seizmologija, Borsko jezero, 19.-21. maj 2014. godine = Conference Proceedings / Fourth International Conference Seismic Engineering and Engineering Se (2014):343-352,
https://hdl.handle.net/21.15107/rcub_grafar_1212 .

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  - Radišić, Marko
AU  - Mueller, G.
AU  - Petronijević, Mira
PY  - 2014
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/647
AB  - In this paper, a frequency dependent impedance matrix for four adjacent rigid foundations resting on the viscoelastic halfspace is presented. The frequency dependent impedance matrix is developed using the integral transform method. Non-relaxed boundary conditions, without separation or sliding, between the soil and foundation are assumed. First, the compliances for one rigid foundation on the half space are calculated and compared with the results from the literature. Than the impedance matrix of a single foundation as well as the impedance matrix of four rigid foundations are obtained. The influence between adjacent rigid surface foundations resting on the half space is presented.
PB  - European Association for Structural Dynamics
C3  - Proceedings of the International Conference on Structural Dynamic , EURODYN
T1  - Impedance matrix for four adjacent rigid surface foundations
EP  - 659
SP  - 653
UR  - https://hdl.handle.net/21.15107/rcub_grafar_647
ER  - 

@conference{
author = "Radišić, Marko and Mueller, G. and Petronijević, Mira",
year = "2014",
abstract = "In this paper, a frequency dependent impedance matrix for four adjacent rigid foundations resting on the viscoelastic halfspace is presented. The frequency dependent impedance matrix is developed using the integral transform method. Non-relaxed boundary conditions, without separation or sliding, between the soil and foundation are assumed. First, the compliances for one rigid foundation on the half space are calculated and compared with the results from the literature. Than the impedance matrix of a single foundation as well as the impedance matrix of four rigid foundations are obtained. The influence between adjacent rigid surface foundations resting on the half space is presented.",
publisher = "European Association for Structural Dynamics",
journal = "Proceedings of the International Conference on Structural Dynamic , EURODYN",
title = "Impedance matrix for four adjacent rigid surface foundations",
pages = "659-653",
url = "https://hdl.handle.net/21.15107/rcub_grafar_647"
}

Radišić, M., Mueller, G.,& Petronijević, M.. (2014). Impedance matrix for four adjacent rigid surface foundations. in Proceedings of the International Conference on Structural Dynamic , EURODYN
European Association for Structural Dynamics., 653-659.
https://hdl.handle.net/21.15107/rcub_grafar_647

Radišić M, Mueller G, Petronijević M. Impedance matrix for four adjacent rigid surface foundations. in Proceedings of the International Conference on Structural Dynamic , EURODYN. 2014;:653-659.
https://hdl.handle.net/21.15107/rcub_grafar_647 .

Radišić, Marko, Mueller, G., Petronijević, Mira, "Impedance matrix for four adjacent rigid surface foundations" in Proceedings of the International Conference on Structural Dynamic , EURODYN (2014):653-659,
https://hdl.handle.net/21.15107/rcub_grafar_647 .

TY  - JOUR
AU  - Petronijević, Mira
AU  - Nefovska-Danilović, Marija
AU  - Radišić, Marko
PY  - 2013
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/525
AB  - A simple numerical model for the dynamic analysis of 20 frames in the frequency domain, based on the Spectral Element Method (SEM), is presented in the paper. The influence of soil-structure interaction is taken into account. The dynamic stiffness of rigid foundations is determined by the Integral Transform Method (ITM). Three frames with a different number of storeys are analyzed with respect to vibrations caused by tram and road traffic. The influence of the soil-structure interaction on modal frequencies and amplitudes of vibrations is considered. The assessment of the way in which humans are affected by traffic-induced vibrations is conducted according to British Standard BS:6472.
PB  - Croatian Association of Civil Engineers
T2  - Građevinar
T1  - Analysis of frame structure vibrations induced by traffic
EP  - 824
IS  - 9
SP  - 811
VL  - 65
DO  - 10.14256/JCE.836.2013
ER  - 

@article{
author = "Petronijević, Mira and Nefovska-Danilović, Marija and Radišić, Marko",
year = "2013",
abstract = "A simple numerical model for the dynamic analysis of 20 frames in the frequency domain, based on the Spectral Element Method (SEM), is presented in the paper. The influence of soil-structure interaction is taken into account. The dynamic stiffness of rigid foundations is determined by the Integral Transform Method (ITM). Three frames with a different number of storeys are analyzed with respect to vibrations caused by tram and road traffic. The influence of the soil-structure interaction on modal frequencies and amplitudes of vibrations is considered. The assessment of the way in which humans are affected by traffic-induced vibrations is conducted according to British Standard BS:6472.",
publisher = "Croatian Association of Civil Engineers",
journal = "Građevinar",
title = "Analysis of frame structure vibrations induced by traffic",
pages = "824-811",
number = "9",
volume = "65",
doi = "10.14256/JCE.836.2013"
}

Petronijević, M., Nefovska-Danilović, M.,& Radišić, M.. (2013). Analysis of frame structure vibrations induced by traffic. in Građevinar
Croatian Association of Civil Engineers., 65(9), 811-824.
https://doi.org/10.14256/JCE.836.2013

Petronijević M, Nefovska-Danilović M, Radišić M. Analysis of frame structure vibrations induced by traffic. in Građevinar. 2013;65(9):811-824.
doi:10.14256/JCE.836.2013 .

Petronijević, Mira, Nefovska-Danilović, Marija, Radišić, Marko, "Analysis of frame structure vibrations induced by traffic" in Građevinar, 65, no. 9 (2013):811-824,
https://doi.org/10.14256/JCE.836.2013 . .

TY  - CONF
AU  - Petronijević, Mira
AU  - Radišić, Marko
AU  - Nefovska-Danilović, Marija
AU  - Lađinović, Đorđe
AU  - Okuka, Ranko
AU  - Džolev, Igor
PY  - 2013
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/2141
C3  - 15th International Symposium of MASE
T1  - Prediction of Traffic Induced Building Vibrations Using Transfer Functions
UR  - https://hdl.handle.net/21.15107/rcub_grafar_2141
ER  - 

@conference{
author = "Petronijević, Mira and Radišić, Marko and Nefovska-Danilović, Marija and Lađinović, Đorđe and Okuka, Ranko and Džolev, Igor",
year = "2013",
journal = "15th International Symposium of MASE",
title = "Prediction of Traffic Induced Building Vibrations Using Transfer Functions",
url = "https://hdl.handle.net/21.15107/rcub_grafar_2141"
}

Petronijević, M., Radišić, M., Nefovska-Danilović, M., Lađinović, Đ., Okuka, R.,& Džolev, I.. (2013). Prediction of Traffic Induced Building Vibrations Using Transfer Functions. in 15th International Symposium of MASE.
https://hdl.handle.net/21.15107/rcub_grafar_2141

Petronijević M, Radišić M, Nefovska-Danilović M, Lađinović Đ, Okuka R, Džolev I. Prediction of Traffic Induced Building Vibrations Using Transfer Functions. in 15th International Symposium of MASE. 2013;.
https://hdl.handle.net/21.15107/rcub_grafar_2141 .

Petronijević, Mira, Radišić, Marko, Nefovska-Danilović, Marija, Lađinović, Đorđe, Okuka, Ranko, Džolev, Igor, "Prediction of Traffic Induced Building Vibrations Using Transfer Functions" in 15th International Symposium of MASE (2013),
https://hdl.handle.net/21.15107/rcub_grafar_2141 .

TY  - CONF
AU  - Petronijević, Mira
AU  - Radišić, Marko
AU  - Nefovska-Danilović, Marija
PY  - 2013
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/2140
AB  - The wave propagation on the surface of a half-space due to a moving load is
analyzed using the Integral Transform Method. By using of the Helmholtz’s decomposition
and threefold Fourier transformation the body wave equation is transformed in the wave
number-frequency domain and solved numerically. The obtained displacement field is
transformed in time domain by the Inverse Fourier Transform. The analysis is carried out
using computer program written in MATLAB program language. The load is vertical
sinusoidal force P=1 MN moving along the line defined by x=0 with constant speed. The
influence of source velocity on the displacements of the half-space and on the frequency
content of the displacements at three locations at different distances from the load line is
presented.
C3  - Proceeding 4th International Congress of Serbian Society of Mechanics
T1  - Wave Propagation due to a Moving Load
EP  - 620
SP  - 615
UR  - https://hdl.handle.net/21.15107/rcub_grafar_2140
ER  - 

@conference{
author = "Petronijević, Mira and Radišić, Marko and Nefovska-Danilović, Marija",
year = "2013",
abstract = "The wave propagation on the surface of a half-space due to a moving load is
analyzed using the Integral Transform Method. By using of the Helmholtz’s decomposition
and threefold Fourier transformation the body wave equation is transformed in the wave
number-frequency domain and solved numerically. The obtained displacement field is
transformed in time domain by the Inverse Fourier Transform. The analysis is carried out
using computer program written in MATLAB program language. The load is vertical
sinusoidal force P=1 MN moving along the line defined by x=0 with constant speed. The
influence of source velocity on the displacements of the half-space and on the frequency
content of the displacements at three locations at different distances from the load line is
presented.",
journal = "Proceeding 4th International Congress of Serbian Society of Mechanics",
title = "Wave Propagation due to a Moving Load",
pages = "620-615",
url = "https://hdl.handle.net/21.15107/rcub_grafar_2140"
}

Petronijević, M., Radišić, M.,& Nefovska-Danilović, M.. (2013). Wave Propagation due to a Moving Load. in Proceeding 4th International Congress of Serbian Society of Mechanics, 615-620.
https://hdl.handle.net/21.15107/rcub_grafar_2140

Petronijević M, Radišić M, Nefovska-Danilović M. Wave Propagation due to a Moving Load. in Proceeding 4th International Congress of Serbian Society of Mechanics. 2013;:615-620.
https://hdl.handle.net/21.15107/rcub_grafar_2140 .

Petronijević, Mira, Radišić, Marko, Nefovska-Danilović, Marija, "Wave Propagation due to a Moving Load" in Proceeding 4th International Congress of Serbian Society of Mechanics (2013):615-620,
https://hdl.handle.net/21.15107/rcub_grafar_2140 .

TY  - CONF
AU  - Nefovska-Danilović, Marija
AU  - Petronijević, Mira
AU  - Radišić, Marko
PY  - 2013
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/2144
AB  - The development of the dynamic stiffness matrix of rectangular plate with symmetrically distributed
edge beams using Spectral Element Method (SEM) has been presented in this paper. It is assumed that beams are
ideally attached to the plate, which means that the displacements and rotations of the beams and the edge of the
plate are equal at all points along the beam. The Projection method and Gorman’s superposition method were used
to develop the dynamic stiffness matrix for the transverse vibration of plate with arbitrary boundary conditions.
The efficiency and accuracy of the developed dynamic stiffness matrix has been demonstrated on several
numerical examples with different type of boundary conditions. For that purpose the computer program has been
developed using Matlab.
C3  - Proceeding 4th International Congress of Serbian Society of Mechanics
T1  - Transverse vibration of plate with edge beams using spectral element method
EP  - 352
SP  - 347
UR  - https://hdl.handle.net/21.15107/rcub_grafar_2144
ER  - 

@conference{
author = "Nefovska-Danilović, Marija and Petronijević, Mira and Radišić, Marko",
year = "2013",
abstract = "The development of the dynamic stiffness matrix of rectangular plate with symmetrically distributed
edge beams using Spectral Element Method (SEM) has been presented in this paper. It is assumed that beams are
ideally attached to the plate, which means that the displacements and rotations of the beams and the edge of the
plate are equal at all points along the beam. The Projection method and Gorman’s superposition method were used
to develop the dynamic stiffness matrix for the transverse vibration of plate with arbitrary boundary conditions.
The efficiency and accuracy of the developed dynamic stiffness matrix has been demonstrated on several
numerical examples with different type of boundary conditions. For that purpose the computer program has been
developed using Matlab.",
journal = "Proceeding 4th International Congress of Serbian Society of Mechanics",
title = "Transverse vibration of plate with edge beams using spectral element method",
pages = "352-347",
url = "https://hdl.handle.net/21.15107/rcub_grafar_2144"
}

Nefovska-Danilović, M., Petronijević, M.,& Radišić, M.. (2013). Transverse vibration of plate with edge beams using spectral element method. in Proceeding 4th International Congress of Serbian Society of Mechanics, 347-352.
https://hdl.handle.net/21.15107/rcub_grafar_2144

Nefovska-Danilović M, Petronijević M, Radišić M. Transverse vibration of plate with edge beams using spectral element method. in Proceeding 4th International Congress of Serbian Society of Mechanics. 2013;:347-352.
https://hdl.handle.net/21.15107/rcub_grafar_2144 .

Nefovska-Danilović, Marija, Petronijević, Mira, Radišić, Marko, "Transverse vibration of plate with edge beams using spectral element method" in Proceeding 4th International Congress of Serbian Society of Mechanics (2013):347-352,
https://hdl.handle.net/21.15107/rcub_grafar_2144 .

TY  - CONF
AU  - Petronijević, Mira
AU  - Radišić, Marko
AU  - Nefovska-Danilović, Marija
PY  - 2013
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/2845
AB  - The wave propagation on the surface of a half-space due to a moving load is analyzed using the Integral Transform Method. By using of the Helmholtz’s decomposition and threefold Fourier transformation the body wave equation is transformed in the wave number-frequency domain and solved numerically. The obtained displacement field is transformed in time domain by the Inverse Fourier Transform. The analysis is carried out using computer program written in MATLAB program language. The load is vertical sinusoidal force P=1 MN moving along the line defined by x=0 with constant speed. The influence of source velocity on the displacements of the half-space and on the frequency content of the displacements at three locations at different distances from the load line is presented.
PB  - Srpsko društvo za mehaniku
C3  - 4th International Congress of Serbian Society of Mechanics
T1  - Wave propagation due to a moving load
UR  - https://hdl.handle.net/21.15107/rcub_grafar_2845
ER  - 

@conference{
author = "Petronijević, Mira and Radišić, Marko and Nefovska-Danilović, Marija",
year = "2013",
abstract = "The wave propagation on the surface of a half-space due to a moving load is analyzed using the Integral Transform Method. By using of the Helmholtz’s decomposition and threefold Fourier transformation the body wave equation is transformed in the wave number-frequency domain and solved numerically. The obtained displacement field is transformed in time domain by the Inverse Fourier Transform. The analysis is carried out using computer program written in MATLAB program language. The load is vertical sinusoidal force P=1 MN moving along the line defined by x=0 with constant speed. The influence of source velocity on the displacements of the half-space and on the frequency content of the displacements at three locations at different distances from the load line is presented.",
publisher = "Srpsko društvo za mehaniku",
journal = "4th International Congress of Serbian Society of Mechanics",
title = "Wave propagation due to a moving load",
url = "https://hdl.handle.net/21.15107/rcub_grafar_2845"
}

Petronijević, M., Radišić, M.,& Nefovska-Danilović, M.. (2013). Wave propagation due to a moving load. in 4th International Congress of Serbian Society of Mechanics
Srpsko društvo za mehaniku..
https://hdl.handle.net/21.15107/rcub_grafar_2845

Petronijević M, Radišić M, Nefovska-Danilović M. Wave propagation due to a moving load. in 4th International Congress of Serbian Society of Mechanics. 2013;.
https://hdl.handle.net/21.15107/rcub_grafar_2845 .

Petronijević, Mira, Radišić, Marko, Nefovska-Danilović, Marija, "Wave propagation due to a moving load" in 4th International Congress of Serbian Society of Mechanics (2013),
https://hdl.handle.net/21.15107/rcub_grafar_2845 .

TY  - CONF
AU  - Petronijević, Mira
AU  - Nefovska-Danilović, Marija
AU  - Radišić, Marko
PY  - 2012
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/2142
AB  - U ovom radu dat je pregled postupaka za procenu vibracija izazvanih dejstvom
saobraćaja, definisanih postojećim britanskim i nemačkim propisima. Procena i
predviđanje dejstva vibracija od saobraćaja na objekte i ljude prikazan je na primeru
vibracija od saobraćaja na 24 objekta u Bulevaru kralja Aleksandra u Beogradu.
AB  - Procedures for assessment of traffic induced vibrations in buildings, according to the
existing British and German’s standards, are presented in this paper. Analysis of effects
of traffic induced vibrations on buildings and building residents, as well as vibration
prediction is carried out on 24 buildings in Boulevard of King Alexander in Belgrade.
C3  - Simpozijum Društva građevinskih konstruktera Srbije 2012
T1  - Procena vibracija od saobraćaja
EP  - 254
SP  - 249
UR  - https://hdl.handle.net/21.15107/rcub_grafar_2142
ER  - 

@conference{
author = "Petronijević, Mira and Nefovska-Danilović, Marija and Radišić, Marko",
year = "2012",
abstract = "U ovom radu dat je pregled postupaka za procenu vibracija izazvanih dejstvom
saobraćaja, definisanih postojećim britanskim i nemačkim propisima. Procena i
predviđanje dejstva vibracija od saobraćaja na objekte i ljude prikazan je na primeru
vibracija od saobraćaja na 24 objekta u Bulevaru kralja Aleksandra u Beogradu., Procedures for assessment of traffic induced vibrations in buildings, according to the
existing British and German’s standards, are presented in this paper. Analysis of effects
of traffic induced vibrations on buildings and building residents, as well as vibration
prediction is carried out on 24 buildings in Boulevard of King Alexander in Belgrade.",
journal = "Simpozijum Društva građevinskih konstruktera Srbije 2012",
title = "Procena vibracija od saobraćaja",
pages = "254-249",
url = "https://hdl.handle.net/21.15107/rcub_grafar_2142"
}

Petronijević, M., Nefovska-Danilović, M.,& Radišić, M.. (2012). Procena vibracija od saobraćaja. in Simpozijum Društva građevinskih konstruktera Srbije 2012, 249-254.
https://hdl.handle.net/21.15107/rcub_grafar_2142

Petronijević M, Nefovska-Danilović M, Radišić M. Procena vibracija od saobraćaja. in Simpozijum Društva građevinskih konstruktera Srbije 2012. 2012;:249-254.
https://hdl.handle.net/21.15107/rcub_grafar_2142 .

Petronijević, Mira, Nefovska-Danilović, Marija, Radišić, Marko, "Procena vibracija od saobraćaja" in Simpozijum Društva građevinskih konstruktera Srbije 2012 (2012):249-254,
https://hdl.handle.net/21.15107/rcub_grafar_2142 .

TY  - JOUR
AU  - Radišić, Marko
AU  - Nefovska-Danilović, Marija
AU  - Petronijević, Mira
PY  - 2012
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/2116
AB  - This paper presents a numerical study of the dynamic response of 3D structure subjected to a vertical moving load using substructure approach in the frequency domain. The dynamic system consists of two substructures, the unbounded soil region and the 3D structure. The soil is considered as an elastic, homogeneous and isotropic half-space. The impedance functions of the soil, as well as the dynamic response of the half-space to a moving vehicle are determined using the Integral Transform Method (ITM). The vertical vibrations of the structure are calculated using the Spectral Element Method. Based on this theoretical consideration, the numerical analysis is carried out and the obtained results are presented.
T2  - Acta Technica Napocensis: Civil Engineering & Architecture
T1  - Vertical Vibrations of 3D Structure Caused by Moving Load
EP  - 26
IS  - 2
SP  - 15
VL  - 56
UR  - https://hdl.handle.net/21.15107/rcub_grafar_2116
ER  - 

@article{
author = "Radišić, Marko and Nefovska-Danilović, Marija and Petronijević, Mira",
year = "2012",
abstract = "This paper presents a numerical study of the dynamic response of 3D structure subjected to a vertical moving load using substructure approach in the frequency domain. The dynamic system consists of two substructures, the unbounded soil region and the 3D structure. The soil is considered as an elastic, homogeneous and isotropic half-space. The impedance functions of the soil, as well as the dynamic response of the half-space to a moving vehicle are determined using the Integral Transform Method (ITM). The vertical vibrations of the structure are calculated using the Spectral Element Method. Based on this theoretical consideration, the numerical analysis is carried out and the obtained results are presented.",
journal = "Acta Technica Napocensis: Civil Engineering & Architecture",
title = "Vertical Vibrations of 3D Structure Caused by Moving Load",
pages = "26-15",
number = "2",
volume = "56",
url = "https://hdl.handle.net/21.15107/rcub_grafar_2116"
}

Radišić, M., Nefovska-Danilović, M.,& Petronijević, M.. (2012). Vertical Vibrations of 3D Structure Caused by Moving Load. in Acta Technica Napocensis: Civil Engineering & Architecture, 56(2), 15-26.
https://hdl.handle.net/21.15107/rcub_grafar_2116

Radišić M, Nefovska-Danilović M, Petronijević M. Vertical Vibrations of 3D Structure Caused by Moving Load. in Acta Technica Napocensis: Civil Engineering & Architecture. 2012;56(2):15-26.
https://hdl.handle.net/21.15107/rcub_grafar_2116 .

Radišić, Marko, Nefovska-Danilović, Marija, Petronijević, Mira, "Vertical Vibrations of 3D Structure Caused by Moving Load" in Acta Technica Napocensis: Civil Engineering & Architecture, 56, no. 2 (2012):15-26,
https://hdl.handle.net/21.15107/rcub_grafar_2116 .