TY  - CONF
AU  - Kostadinović Vranešević, Kristina
AU  - Šarkić Glumac, Anina
PY  - 2023
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/3320
AB  - This study contributes to the field of wind engineering by evaluating the local peak pressure coefficients in a generic high-rise building cluster. Unlike previous studies that have focused on isolated buildings or buildings in tandem arrangements, this research considers the impact of four buildings when surrounding the principal one. Both experimental and numerical techniques are applied, demonstrating the capabilities of the LES method in predicting the local peak pressure. The obtained results offer new insights into the complex interplay between buildings and the wind
environment in high-rise building clusters, especially in the roof zone. The experiments reveal higher peak suction for the building in the group than the isolated at all wind angles. The minimum negative peak pressure coefficient of 5.8 is recorded at a 45° wind angle. Validation of the obtained numerical results shows the promising potential of the LES as a design tool in wind engineering, providing higher resolution of the quantities of interest.
PB  - AIM Group International, Italy
C3  - 16th International Conference on Wind Engineering (ICWE16), 27-31 August, Florence, Italy
T1  - Impact of surroundings on the local peak pressure in high-rise building clusters
UR  - https://hdl.handle.net/21.15107/rcub_grafar_3320
ER  - 

@conference{
author = "Kostadinović Vranešević, Kristina and Šarkić Glumac, Anina",
year = "2023",
abstract = "This study contributes to the field of wind engineering by evaluating the local peak pressure coefficients in a generic high-rise building cluster. Unlike previous studies that have focused on isolated buildings or buildings in tandem arrangements, this research considers the impact of four buildings when surrounding the principal one. Both experimental and numerical techniques are applied, demonstrating the capabilities of the LES method in predicting the local peak pressure. The obtained results offer new insights into the complex interplay between buildings and the wind
environment in high-rise building clusters, especially in the roof zone. The experiments reveal higher peak suction for the building in the group than the isolated at all wind angles. The minimum negative peak pressure coefficient of 5.8 is recorded at a 45° wind angle. Validation of the obtained numerical results shows the promising potential of the LES as a design tool in wind engineering, providing higher resolution of the quantities of interest.",
publisher = "AIM Group International, Italy",
journal = "16th International Conference on Wind Engineering (ICWE16), 27-31 August, Florence, Italy",
title = "Impact of surroundings on the local peak pressure in high-rise building clusters",
url = "https://hdl.handle.net/21.15107/rcub_grafar_3320"
}

Kostadinović Vranešević, K.,& Šarkić Glumac, A.. (2023). Impact of surroundings on the local peak pressure in high-rise building clusters. in 16th International Conference on Wind Engineering (ICWE16), 27-31 August, Florence, Italy
AIM Group International, Italy..
https://hdl.handle.net/21.15107/rcub_grafar_3320

Kostadinović Vranešević K, Šarkić Glumac A. Impact of surroundings on the local peak pressure in high-rise building clusters. in 16th International Conference on Wind Engineering (ICWE16), 27-31 August, Florence, Italy. 2023;.
https://hdl.handle.net/21.15107/rcub_grafar_3320 .

Kostadinović Vranešević, Kristina, Šarkić Glumac, Anina, "Impact of surroundings on the local peak pressure in high-rise building clusters" in 16th International Conference on Wind Engineering (ICWE16), 27-31 August, Florence, Italy (2023),
https://hdl.handle.net/21.15107/rcub_grafar_3320 .

TY  - JOUR
AU  - Kostadinović Vranešević, Kristina
AU  - Ćorić, Stanko
AU  - Šarkić Glumac, Anina
PY  - 2023
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/3147
AB  - Urbanisation brought an increasing prevalence of groups of high-rise buildings and raised new questions about their impact on local wind flow conditions and the wind energy harvesting potential. The focus of this study is two-fold. First, it gives insight into the interference effects around high-rise buildings based on the level of building exposure to the wind and the position of surrounding buildings. Second, it addresses wind energy resources above the roof in terms of the Wind Power Density (WPD), turbulence intensities and skew angle.

Three study cases are defined from two configurations: The isolated high-rise building and the group configuration of five identical buildings in two different arrangements. Two wind directions are included, 0°and 45°. Validated large-eddy simulations are used due to their superior simulation capabilities.

The strongest separation around the building is noted in the group configuration when the two upstream buildings produce the “channelling effect” and with other surrounding buildings compress the flow around the central one. Regarding wind energy harvesting, maximal value of 2.5 is recorded at 45°wind angle in the “cross” shape arrangement. Considering the different wind turbine types, vertical-axis wind turbines seem the most promising option for wind energy harvesting above the roof.
PB  - Elsevier
T2  - Journal of Wind Engineering & Industrial Aerodynamics
T1  - LES study on the urban wind energy resources above the roof of buildings in generic cluster arrangements: Impact of building position
VL  - 240
DO  - 10.1016/j.jweia.2023.105503
ER  - 

@article{
author = "Kostadinović Vranešević, Kristina and Ćorić, Stanko and Šarkić Glumac, Anina",
year = "2023",
abstract = "Urbanisation brought an increasing prevalence of groups of high-rise buildings and raised new questions about their impact on local wind flow conditions and the wind energy harvesting potential. The focus of this study is two-fold. First, it gives insight into the interference effects around high-rise buildings based on the level of building exposure to the wind and the position of surrounding buildings. Second, it addresses wind energy resources above the roof in terms of the Wind Power Density (WPD), turbulence intensities and skew angle.

Three study cases are defined from two configurations: The isolated high-rise building and the group configuration of five identical buildings in two different arrangements. Two wind directions are included, 0°and 45°. Validated large-eddy simulations are used due to their superior simulation capabilities.

The strongest separation around the building is noted in the group configuration when the two upstream buildings produce the “channelling effect” and with other surrounding buildings compress the flow around the central one. Regarding wind energy harvesting, maximal value of 2.5 is recorded at 45°wind angle in the “cross” shape arrangement. Considering the different wind turbine types, vertical-axis wind turbines seem the most promising option for wind energy harvesting above the roof.",
publisher = "Elsevier",
journal = "Journal of Wind Engineering & Industrial Aerodynamics",
title = "LES study on the urban wind energy resources above the roof of buildings in generic cluster arrangements: Impact of building position",
volume = "240",
doi = "10.1016/j.jweia.2023.105503"
}

Kostadinović Vranešević, K., Ćorić, S.,& Šarkić Glumac, A.. (2023). LES study on the urban wind energy resources above the roof of buildings in generic cluster arrangements: Impact of building position. in Journal of Wind Engineering & Industrial Aerodynamics
Elsevier., 240.
https://doi.org/10.1016/j.jweia.2023.105503

Kostadinović Vranešević K, Ćorić S, Šarkić Glumac A. LES study on the urban wind energy resources above the roof of buildings in generic cluster arrangements: Impact of building position. in Journal of Wind Engineering & Industrial Aerodynamics. 2023;240.
doi:10.1016/j.jweia.2023.105503 .

Kostadinović Vranešević, Kristina, Ćorić, Stanko, Šarkić Glumac, Anina, "LES study on the urban wind energy resources above the roof of buildings in generic cluster arrangements: Impact of building position" in Journal of Wind Engineering & Industrial Aerodynamics, 240 (2023),
https://doi.org/10.1016/j.jweia.2023.105503 . .

TY  - CONF
AU  - Kostadinović Vranešević, Kristina
AU  - Šarkić Glumac, Anina
AU  - Bordas, Stephane
PY  - 2022
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/2976
AB  - This study uses validated Large-eddy simulations to investigate the impact of the building exposure on the flow field around the principal building placed in the turbulent atmospheric boundary layer. The prismatic 1:3 square high-rise building model is analysed, considering three configurations: one isolated building model and two group arrangements of five geometrically identical buildings. Four exposure cases are singled out: model directly exposed to the wind, in single and group arrangement, partly exposed model placed in the channel between four buildings and completely shaded one by the building in front. Flow visualisation above the roof shows a strong dependency on the size of the separation zone and the exposure level. The results will be further used to predict the wind energy potential around buildings as well as the pedestrian level winds.
PB  - Editura Conspress
C3  - 8th European-African conference on wind engineering (8EACWE) : 20-23 September 2022, Bucharest : proceedings
T1  - The influence of exposure on wind flow characteristics around a high-rise building
EP  - 490
SP  - 487
UR  - https://hdl.handle.net/21.15107/rcub_grafar_2976
ER  - 

@conference{
author = "Kostadinović Vranešević, Kristina and Šarkić Glumac, Anina and Bordas, Stephane",
year = "2022",
abstract = "This study uses validated Large-eddy simulations to investigate the impact of the building exposure on the flow field around the principal building placed in the turbulent atmospheric boundary layer. The prismatic 1:3 square high-rise building model is analysed, considering three configurations: one isolated building model and two group arrangements of five geometrically identical buildings. Four exposure cases are singled out: model directly exposed to the wind, in single and group arrangement, partly exposed model placed in the channel between four buildings and completely shaded one by the building in front. Flow visualisation above the roof shows a strong dependency on the size of the separation zone and the exposure level. The results will be further used to predict the wind energy potential around buildings as well as the pedestrian level winds.",
publisher = "Editura Conspress",
journal = "8th European-African conference on wind engineering (8EACWE) : 20-23 September 2022, Bucharest : proceedings",
title = "The influence of exposure on wind flow characteristics around a high-rise building",
pages = "490-487",
url = "https://hdl.handle.net/21.15107/rcub_grafar_2976"
}

Kostadinović Vranešević, K., Šarkić Glumac, A.,& Bordas, S.. (2022). The influence of exposure on wind flow characteristics around a high-rise building. in 8th European-African conference on wind engineering (8EACWE) : 20-23 September 2022, Bucharest : proceedings
Editura Conspress., 487-490.
https://hdl.handle.net/21.15107/rcub_grafar_2976

Kostadinović Vranešević K, Šarkić Glumac A, Bordas S. The influence of exposure on wind flow characteristics around a high-rise building. in 8th European-African conference on wind engineering (8EACWE) : 20-23 September 2022, Bucharest : proceedings. 2022;:487-490.
https://hdl.handle.net/21.15107/rcub_grafar_2976 .

Kostadinović Vranešević, Kristina, Šarkić Glumac, Anina, Bordas, Stephane, "The influence of exposure on wind flow characteristics around a high-rise building" in 8th European-African conference on wind engineering (8EACWE) : 20-23 September 2022, Bucharest : proceedings (2022):487-490,
https://hdl.handle.net/21.15107/rcub_grafar_2976 .

TY  - JOUR
AU  - Kostadinović Vranešević, Kristina
AU  - Vita, Giulio
AU  - Bordas, Stephane
AU  - Šarkić Glumac, Anina
PY  - 2022
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/2694
AB  - To understand the favourable locations for maximum yield of urban wind energy, understanding the flow pattern on the roof region of high-rise buildings is crucial. However, very few studies in the literature report on the wind energy resource using high-fidelity methods, which combined with the lack of wind tunnel investigations, explains the failure of urban wind energy as a viable contributor to the renewable energy mix. This work aims at proposing a strategy for the reliable evaluation of the wind energy resource by building on validated Large Eddy Simulation and performance maps based on the wind power density and the turbulence intensity above the roof of a prismatic 1:3 square building. Analyses include the effect of flat and decked roof shapes in two wind directions. Results around the facade reveal zones of accelerated flow close to separation edges, while above the roof, a higher potential is noticeable at 45◦, than at 0◦. Decking of the roof shows insensitivity to the change in wind direction. The tested methodology can be extended to other configurations to predict the wind energy potential as well as used to indicate the positioning of wind turbines in the built environment.
PB  - Elsevier
T2  - Journal of Wind Engineering & Industrial Aerodynamics
T1  - Furthering knowledge on the flow pattern around high-rise buildings: LES investigation of the wind energy potential
SP  - 105029
VL  - 226
DO  - 10.1016/j.jweia.2022.105029
ER  - 

@article{
author = "Kostadinović Vranešević, Kristina and Vita, Giulio and Bordas, Stephane and Šarkić Glumac, Anina",
year = "2022",
abstract = "To understand the favourable locations for maximum yield of urban wind energy, understanding the flow pattern on the roof region of high-rise buildings is crucial. However, very few studies in the literature report on the wind energy resource using high-fidelity methods, which combined with the lack of wind tunnel investigations, explains the failure of urban wind energy as a viable contributor to the renewable energy mix. This work aims at proposing a strategy for the reliable evaluation of the wind energy resource by building on validated Large Eddy Simulation and performance maps based on the wind power density and the turbulence intensity above the roof of a prismatic 1:3 square building. Analyses include the effect of flat and decked roof shapes in two wind directions. Results around the facade reveal zones of accelerated flow close to separation edges, while above the roof, a higher potential is noticeable at 45◦, than at 0◦. Decking of the roof shows insensitivity to the change in wind direction. The tested methodology can be extended to other configurations to predict the wind energy potential as well as used to indicate the positioning of wind turbines in the built environment.",
publisher = "Elsevier",
journal = "Journal of Wind Engineering & Industrial Aerodynamics",
title = "Furthering knowledge on the flow pattern around high-rise buildings: LES investigation of the wind energy potential",
pages = "105029",
volume = "226",
doi = "10.1016/j.jweia.2022.105029"
}

Kostadinović Vranešević, K., Vita, G., Bordas, S.,& Šarkić Glumac, A.. (2022). Furthering knowledge on the flow pattern around high-rise buildings: LES investigation of the wind energy potential. in Journal of Wind Engineering & Industrial Aerodynamics
Elsevier., 226, 105029.
https://doi.org/10.1016/j.jweia.2022.105029

Kostadinović Vranešević K, Vita G, Bordas S, Šarkić Glumac A. Furthering knowledge on the flow pattern around high-rise buildings: LES investigation of the wind energy potential. in Journal of Wind Engineering & Industrial Aerodynamics. 2022;226:105029.
doi:10.1016/j.jweia.2022.105029 .

Kostadinović Vranešević, Kristina, Vita, Giulio, Bordas, Stephane, Šarkić Glumac, Anina, "Furthering knowledge on the flow pattern around high-rise buildings: LES investigation of the wind energy potential" in Journal of Wind Engineering & Industrial Aerodynamics, 226 (2022):105029,
https://doi.org/10.1016/j.jweia.2022.105029 . .

TY  - JOUR
AU  - Hemida, Hassan
AU  - Šarkić-Glumac, Anina
AU  - Vita, Giulio
AU  - Kostadinović Vranešević, Kristina
AU  - Höffer, Rüdiger
PY  - 2020
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/2112
AB  - The human migration from rural to urban areas has triggered a chain reaction causing the spiking energy demand of cities worldwide. High-rise buildings filling the urban skyline could potentially provide a means to improve the penetration of renewable wind energy by installing wind turbines at their rooftop. However, the above roof flow region has not received much attention and most results deal with low-rise buildings. This study investigates the flow pattern above the roof of a high-rise building by analysing velocity and pressure measurements performed in an atmospheric boundary layer wind tunnel, including four wind directions and two different roof shapes. Comparison of the surface pressure patterns on the flat roof with available low-rise building studies shows that the surface pressure contours are consistent for a given wind direction. At 0◦ wind direction, a separation bubble is detected, while cone vortices dominate at 30◦ and 45◦. The determining factor for the installation of small wind turbines is the vicinity to the roof. Thus, 45◦ wind direction shows to be the most desirable angle by bringing the substantial amplification of wind and keeping the turbulence intensity low. Decking the roof creates favourable characteristics by overcoming the sensitivity to the wind direction while preserving the speed-up effect.
PB  - MDPI
T2  - Applied Sciences
T1  - On the Flow over High-rise Building for Wind Energy Harvesting: An Experimental Investigation of Wind Speed and Surface Pressure
VL  - 10
DO  - 10.3390/app10155283
ER  - 

@article{
author = "Hemida, Hassan and Šarkić-Glumac, Anina and Vita, Giulio and Kostadinović Vranešević, Kristina and Höffer, Rüdiger",
year = "2020",
abstract = "The human migration from rural to urban areas has triggered a chain reaction causing the spiking energy demand of cities worldwide. High-rise buildings filling the urban skyline could potentially provide a means to improve the penetration of renewable wind energy by installing wind turbines at their rooftop. However, the above roof flow region has not received much attention and most results deal with low-rise buildings. This study investigates the flow pattern above the roof of a high-rise building by analysing velocity and pressure measurements performed in an atmospheric boundary layer wind tunnel, including four wind directions and two different roof shapes. Comparison of the surface pressure patterns on the flat roof with available low-rise building studies shows that the surface pressure contours are consistent for a given wind direction. At 0◦ wind direction, a separation bubble is detected, while cone vortices dominate at 30◦ and 45◦. The determining factor for the installation of small wind turbines is the vicinity to the roof. Thus, 45◦ wind direction shows to be the most desirable angle by bringing the substantial amplification of wind and keeping the turbulence intensity low. Decking the roof creates favourable characteristics by overcoming the sensitivity to the wind direction while preserving the speed-up effect.",
publisher = "MDPI",
journal = "Applied Sciences",
title = "On the Flow over High-rise Building for Wind Energy Harvesting: An Experimental Investigation of Wind Speed and Surface Pressure",
volume = "10",
doi = "10.3390/app10155283"
}

Hemida, H., Šarkić-Glumac, A., Vita, G., Kostadinović Vranešević, K.,& Höffer, R.. (2020). On the Flow over High-rise Building for Wind Energy Harvesting: An Experimental Investigation of Wind Speed and Surface Pressure. in Applied Sciences
MDPI., 10.
https://doi.org/10.3390/app10155283

Hemida H, Šarkić-Glumac A, Vita G, Kostadinović Vranešević K, Höffer R. On the Flow over High-rise Building for Wind Energy Harvesting: An Experimental Investigation of Wind Speed and Surface Pressure. in Applied Sciences. 2020;10.
doi:10.3390/app10155283 .

Hemida, Hassan, Šarkić-Glumac, Anina, Vita, Giulio, Kostadinović Vranešević, Kristina, Höffer, Rüdiger, "On the Flow over High-rise Building for Wind Energy Harvesting: An Experimental Investigation of Wind Speed and Surface Pressure" in Applied Sciences, 10 (2020),
https://doi.org/10.3390/app10155283 . .

TY  - JOUR
AU  - Kostadinović Vranešević, Kristina
AU  - Gluhović, Nina
AU  - Dobrić, Jelena
AU  - Spremić, Milan
PY  - 2019
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/995
AB  - Thin-walled cylindrical and conical shells represent one of the most complex structural elements considering their behaviour and susceptibility to buckling. A brief theoretical review including the presentation of different currently available design recommendations is given in this paper. Influence of initial imperfections on nonlinear behaviour of cylindrical and conical shells is also presented through numerical analysis. Shells with different wall thicknesses and different values of initial imperfections, but constant length and diameter of shell are analysed. Numerical analysis includes materially and geometrically nonlinear analysis of cylindrical and conical shells, using experimentally obtained stress-strain relation of carbon steel and stainless steel. Material nonlinearity and initial geometrical imperfections resulted in significantly lower buckling resistance of shells.
AB  - Tanke kružne cilindrične i konusne ljuske predstavljaju jedan od složenijih konstruktivnih elemenata u pogledu ponašanja i osetljivosti na izbočavanje. U radu je dat kratak teorijski osvrt, s prikazom različitih, trenutno dostupnih, proračunskih preporuka. Prikazana je numerička analiza uticaja početnih imperfekcija na nelinearno ponašanje kružnih cilindričnih i konusnih ljuski. Analizirane su ljuske različite debljine zida, s konstantnim vrednostima dužine i prečnika ljuske, kao i s različitim vrednostima početnih imperfekcija. Analiza obuhvata uticaj materijalne i geometrijske nelinearnosti na ponašanje ljuski od ugljeničnog i nerđajućeg čelika, uključujući eksperimentalne krive napon-dilatacija. U radu je pokazano da materijalna nelineranost i početna geometrijska imperfekcija dovode do značajnog pada nosivosti na izbočavanje ljuski.
PB  - Društvo za ispitivanje i istraživanje materijala i konstrukcija Srbije, Beograd
T2  - Građevinski materijali i konstrukcije
T1  - Behaviour of thin-walled cylindrical and conical shells: Carbon vs. stainless steel
T1  - Poređenje ponašanja tankih cilindričnih i konusnih ljuski od ugljeničnog i nerđajućeg čelika
EP  - 42
IS  - 1
SP  - 27
VL  - 62
DO  - 10.5937/GRMK1901027K
ER  - 

@article{
author = "Kostadinović Vranešević, Kristina and Gluhović, Nina and Dobrić, Jelena and Spremić, Milan",
year = "2019",
abstract = "Thin-walled cylindrical and conical shells represent one of the most complex structural elements considering their behaviour and susceptibility to buckling. A brief theoretical review including the presentation of different currently available design recommendations is given in this paper. Influence of initial imperfections on nonlinear behaviour of cylindrical and conical shells is also presented through numerical analysis. Shells with different wall thicknesses and different values of initial imperfections, but constant length and diameter of shell are analysed. Numerical analysis includes materially and geometrically nonlinear analysis of cylindrical and conical shells, using experimentally obtained stress-strain relation of carbon steel and stainless steel. Material nonlinearity and initial geometrical imperfections resulted in significantly lower buckling resistance of shells., Tanke kružne cilindrične i konusne ljuske predstavljaju jedan od složenijih konstruktivnih elemenata u pogledu ponašanja i osetljivosti na izbočavanje. U radu je dat kratak teorijski osvrt, s prikazom različitih, trenutno dostupnih, proračunskih preporuka. Prikazana je numerička analiza uticaja početnih imperfekcija na nelinearno ponašanje kružnih cilindričnih i konusnih ljuski. Analizirane su ljuske različite debljine zida, s konstantnim vrednostima dužine i prečnika ljuske, kao i s različitim vrednostima početnih imperfekcija. Analiza obuhvata uticaj materijalne i geometrijske nelinearnosti na ponašanje ljuski od ugljeničnog i nerđajućeg čelika, uključujući eksperimentalne krive napon-dilatacija. U radu je pokazano da materijalna nelineranost i početna geometrijska imperfekcija dovode do značajnog pada nosivosti na izbočavanje ljuski.",
publisher = "Društvo za ispitivanje i istraživanje materijala i konstrukcija Srbije, Beograd",
journal = "Građevinski materijali i konstrukcije",
title = "Behaviour of thin-walled cylindrical and conical shells: Carbon vs. stainless steel, Poređenje ponašanja tankih cilindričnih i konusnih ljuski od ugljeničnog i nerđajućeg čelika",
pages = "42-27",
number = "1",
volume = "62",
doi = "10.5937/GRMK1901027K"
}

Kostadinović Vranešević, K., Gluhović, N., Dobrić, J.,& Spremić, M.. (2019). Behaviour of thin-walled cylindrical and conical shells: Carbon vs. stainless steel. in Građevinski materijali i konstrukcije
Društvo za ispitivanje i istraživanje materijala i konstrukcija Srbije, Beograd., 62(1), 27-42.
https://doi.org/10.5937/GRMK1901027K

Kostadinović Vranešević K, Gluhović N, Dobrić J, Spremić M. Behaviour of thin-walled cylindrical and conical shells: Carbon vs. stainless steel. in Građevinski materijali i konstrukcije. 2019;62(1):27-42.
doi:10.5937/GRMK1901027K .

Kostadinović Vranešević, Kristina, Gluhović, Nina, Dobrić, Jelena, Spremić, Milan, "Behaviour of thin-walled cylindrical and conical shells: Carbon vs. stainless steel" in Građevinski materijali i konstrukcije, 62, no. 1 (2019):27-42,
https://doi.org/10.5937/GRMK1901027K . .

TY  - CONF
AU  - Kostadinović Vranešević, Kristina
AU  - Šarkić-Glumac, Anina
AU  - Hemida, Hassan
PY  - 2019
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/2110
AB  - Aim of this paper is to investigate wind pressure distribution on low-rise industrial
building based on the results from atmospheric boundary layer wind tunnel experiments.
Building model is a hanger with a tilted roof with an inclination of 5°. Values of mean and
fluctuating pressure coefficients measured on the surface of the roof and side walls of the
model are discussed in the paper. Five wind approaching angles are considered: 0°, 15°,
30°, 45° and 90°. The investigation can offer some basic understanding of wind behaviour
and effects on low-rise industrial buildings regarding different wind angles.
PB  - Faculty of Civil Engineering Subotica
C3  - Conference proceedings - 7th International Conference: Contemporary Achievements in Civil Engineering 2019
T1  - Experimental investigation of wind load on low-rise industrial building
EP  - 340
SP  - 333
DO  - 10.14415/konferencijaGFS2019.030
ER  - 

@conference{
author = "Kostadinović Vranešević, Kristina and Šarkić-Glumac, Anina and Hemida, Hassan",
year = "2019",
abstract = "Aim of this paper is to investigate wind pressure distribution on low-rise industrial
building based on the results from atmospheric boundary layer wind tunnel experiments.
Building model is a hanger with a tilted roof with an inclination of 5°. Values of mean and
fluctuating pressure coefficients measured on the surface of the roof and side walls of the
model are discussed in the paper. Five wind approaching angles are considered: 0°, 15°,
30°, 45° and 90°. The investigation can offer some basic understanding of wind behaviour
and effects on low-rise industrial buildings regarding different wind angles.",
publisher = "Faculty of Civil Engineering Subotica",
journal = "Conference proceedings - 7th International Conference: Contemporary Achievements in Civil Engineering 2019",
title = "Experimental investigation of wind load on low-rise industrial building",
pages = "340-333",
doi = "10.14415/konferencijaGFS2019.030"
}

Kostadinović Vranešević, K., Šarkić-Glumac, A.,& Hemida, H.. (2019). Experimental investigation of wind load on low-rise industrial building. in Conference proceedings - 7th International Conference: Contemporary Achievements in Civil Engineering 2019
Faculty of Civil Engineering Subotica., 333-340.
https://doi.org/10.14415/konferencijaGFS2019.030

Kostadinović Vranešević K, Šarkić-Glumac A, Hemida H. Experimental investigation of wind load on low-rise industrial building. in Conference proceedings - 7th International Conference: Contemporary Achievements in Civil Engineering 2019. 2019;:333-340.
doi:10.14415/konferencijaGFS2019.030 .

Kostadinović Vranešević, Kristina, Šarkić-Glumac, Anina, Hemida, Hassan, "Experimental investigation of wind load on low-rise industrial building" in Conference proceedings - 7th International Conference: Contemporary Achievements in Civil Engineering 2019 (2019):333-340,
https://doi.org/10.14415/konferencijaGFS2019.030 . .

TY  - CONF
AU  - Kostadinović Vranešević, Kristina
AU  - Šarkić-Glumac, Anina
AU  - Hemida, Hassan
PY  - 2019
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/2109
AB  - An experimental investigation has been conducted in order to give insight into wind flow characteristics in urban areas, in particular, its effects on low-rise buildings. Analyses are based on the results from atmospheric boundary layer wind tunnel experiments. Building model is a 1/75th scale model of a low-rise tilted house with roof inclination of 45°. Aiming to introduce the effects of neighbouring buildings, a comparative study of two configurations is presented, one with isolated principle building and another with four similar buildings surrounding the principle one. Additionally, the influence of the wind approaching angle is considered through the analyses of three directions: 0°, 45° and 90°. Wind velocity profiles above the roof of the principal building and pressure distribution on its surface are analysed in the paper.
PB  - Faculty of Civil Engineering Subotica
C3  - Conference proceedings - 7th International Conference: Contemporary Achievements in Civil Engineering 2019
T1  - Experimental investigation of wind flow around low-rise tilted house
EP  - 332
SP  - 323
DO  - 10.14415/konferencijaGFS2019.029
ER  - 

@conference{
author = "Kostadinović Vranešević, Kristina and Šarkić-Glumac, Anina and Hemida, Hassan",
year = "2019",
abstract = "An experimental investigation has been conducted in order to give insight into wind flow characteristics in urban areas, in particular, its effects on low-rise buildings. Analyses are based on the results from atmospheric boundary layer wind tunnel experiments. Building model is a 1/75th scale model of a low-rise tilted house with roof inclination of 45°. Aiming to introduce the effects of neighbouring buildings, a comparative study of two configurations is presented, one with isolated principle building and another with four similar buildings surrounding the principle one. Additionally, the influence of the wind approaching angle is considered through the analyses of three directions: 0°, 45° and 90°. Wind velocity profiles above the roof of the principal building and pressure distribution on its surface are analysed in the paper.",
publisher = "Faculty of Civil Engineering Subotica",
journal = "Conference proceedings - 7th International Conference: Contemporary Achievements in Civil Engineering 2019",
title = "Experimental investigation of wind flow around low-rise tilted house",
pages = "332-323",
doi = "10.14415/konferencijaGFS2019.029"
}

Kostadinović Vranešević, K., Šarkić-Glumac, A.,& Hemida, H.. (2019). Experimental investigation of wind flow around low-rise tilted house. in Conference proceedings - 7th International Conference: Contemporary Achievements in Civil Engineering 2019
Faculty of Civil Engineering Subotica., 323-332.
https://doi.org/10.14415/konferencijaGFS2019.029

Kostadinović Vranešević K, Šarkić-Glumac A, Hemida H. Experimental investigation of wind flow around low-rise tilted house. in Conference proceedings - 7th International Conference: Contemporary Achievements in Civil Engineering 2019. 2019;:323-332.
doi:10.14415/konferencijaGFS2019.029 .

Kostadinović Vranešević, Kristina, Šarkić-Glumac, Anina, Hemida, Hassan, "Experimental investigation of wind flow around low-rise tilted house" in Conference proceedings - 7th International Conference: Contemporary Achievements in Civil Engineering 2019 (2019):323-332,
https://doi.org/10.14415/konferencijaGFS2019.029 . .

TY  - CONF
AU  - Kostadinović Vranešević, Kristina
AU  - Šarkić-Glumac, Anina
AU  - Winkelmann, Ulf
PY  - 2019
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/2111
AB  - In this paper, pressure field over the roof of low-rise building model has been investigating using numerical simulations. The model is surrounded by four neighboring buildings of the same geometry as the principle one. The wind behavior around the building was simulated at wind angle of 45 degrees. Numerical calculations are performed using open-source code OpenFOAM. - Analysis solver for incompressible flow was applied using the Large Eddy Simulation (LES). The effect of different mesh types and inflow conditions are discussed. Two inlet definitions was implemented, one without prescribed turbulence, with the stream-wise velocity profile from the wind tunnel (WT), and another with the incoming flow turbulence synthetically generated using the divergence-free synthetic eddy method (DFSEM). Numerical results of pressure distributions statistics are analyzed and systematically compared to the referenced experimental data. The results show that there is a significant influence of the inlet definition on the mean and standard deviation of the pressure coefficient.
PB  - Serbian Society of Mechanics
C3  - Proceedings - 7th International Congress of Serbian Society of Mechanics
T1  - Pressure field analyses of a low-rise building model surrounded by neighbouring buildings in urban areas
UR  - https://hdl.handle.net/21.15107/rcub_grafar_2111
ER  - 

@conference{
author = "Kostadinović Vranešević, Kristina and Šarkić-Glumac, Anina and Winkelmann, Ulf",
year = "2019",
abstract = "In this paper, pressure field over the roof of low-rise building model has been investigating using numerical simulations. The model is surrounded by four neighboring buildings of the same geometry as the principle one. The wind behavior around the building was simulated at wind angle of 45 degrees. Numerical calculations are performed using open-source code OpenFOAM. - Analysis solver for incompressible flow was applied using the Large Eddy Simulation (LES). The effect of different mesh types and inflow conditions are discussed. Two inlet definitions was implemented, one without prescribed turbulence, with the stream-wise velocity profile from the wind tunnel (WT), and another with the incoming flow turbulence synthetically generated using the divergence-free synthetic eddy method (DFSEM). Numerical results of pressure distributions statistics are analyzed and systematically compared to the referenced experimental data. The results show that there is a significant influence of the inlet definition on the mean and standard deviation of the pressure coefficient.",
publisher = "Serbian Society of Mechanics",
journal = "Proceedings - 7th International Congress of Serbian Society of Mechanics",
title = "Pressure field analyses of a low-rise building model surrounded by neighbouring buildings in urban areas",
url = "https://hdl.handle.net/21.15107/rcub_grafar_2111"
}

Kostadinović Vranešević, K., Šarkić-Glumac, A.,& Winkelmann, U.. (2019). Pressure field analyses of a low-rise building model surrounded by neighbouring buildings in urban areas. in Proceedings - 7th International Congress of Serbian Society of Mechanics
Serbian Society of Mechanics..
https://hdl.handle.net/21.15107/rcub_grafar_2111

Kostadinović Vranešević K, Šarkić-Glumac A, Winkelmann U. Pressure field analyses of a low-rise building model surrounded by neighbouring buildings in urban areas. in Proceedings - 7th International Congress of Serbian Society of Mechanics. 2019;.
https://hdl.handle.net/21.15107/rcub_grafar_2111 .

Kostadinović Vranešević, Kristina, Šarkić-Glumac, Anina, Winkelmann, Ulf, "Pressure field analyses of a low-rise building model surrounded by neighbouring buildings in urban areas" in Proceedings - 7th International Congress of Serbian Society of Mechanics (2019),
https://hdl.handle.net/21.15107/rcub_grafar_2111 .

TY  - CONF
AU  - Kostadinović Vranešević, Kristina
AU  - Gluhović, Nina
AU  - Dobrić, Jelena
AU  - Spremić, Milan
PY  - 2018
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/1595
AB  - Thin-walled cylindrical shells represent one of the most complex constructive elements, considering their behaviour and susceptibility to buckling. In this paper is given a brief theoretical review including the presentation of different currently available design recommendations. Influence of initial imperfections on nonlinear behaviour of cylindrical shells is also presented through numerical analysis. Cylindrical shells with different wall thicknesses and different values of initial imperfections, but constant length and diameter of
shell are analysed. Numerical analysis includes materially and geometrically nonlinear analysis of cylindrical shells, using experimentally obtained stress-strain relation of carbonsteel and
stainless steel. Material nonlinearity and initial geometrical imperfections resulted in significantly lower buckling resistance of cylindrical shells.
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  - Poređenje ponašanja tankih cilndričnih ljuski od ugljeničnog čelika i nerđajućeg čelika
EP  - 528
SP  - 519
UR  - https://hdl.handle.net/21.15107/rcub_grafar_1595
ER  - 

@conference{
author = "Kostadinović Vranešević, Kristina and Gluhović, Nina and Dobrić, Jelena and Spremić, Milan",
year = "2018",
abstract = "Thin-walled cylindrical shells represent one of the most complex constructive elements, considering their behaviour and susceptibility to buckling. In this paper is given a brief theoretical review including the presentation of different currently available design recommendations. Influence of initial imperfections on nonlinear behaviour of cylindrical shells is also presented through numerical analysis. Cylindrical shells with different wall thicknesses and different values of initial imperfections, but constant length and diameter of
shell are analysed. Numerical analysis includes materially and geometrically nonlinear analysis of cylindrical shells, using experimentally obtained stress-strain relation of carbonsteel and
stainless steel. Material nonlinearity and initial geometrical imperfections resulted in significantly lower buckling resistance of cylindrical shells.",
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 = "Poređenje ponašanja tankih cilndričnih ljuski od ugljeničnog čelika i nerđajućeg čelika",
pages = "528-519",
url = "https://hdl.handle.net/21.15107/rcub_grafar_1595"
}

Kostadinović Vranešević, K., Gluhović, N., Dobrić, J.,& Spremić, M.. (2018). Poređenje ponašanja tankih cilndričnih ljuski od ugljeničnog čelika i nerđajućeg čelika. in Zbornik radova sa nacionalnog kongresa DGKS / Društvо građevinskih konstruktera Srbije, 15. kongres, 6-8. septembar 2018, Zlatibor
Društvo građevinskih konstruktera Srbije, Beograd., 519-528.
https://hdl.handle.net/21.15107/rcub_grafar_1595

Kostadinović Vranešević K, Gluhović N, Dobrić J, Spremić M. Poređenje ponašanja tankih cilndričnih ljuski od ugljeničnog čelika i nerđajućeg čelika. in Zbornik radova sa nacionalnog kongresa DGKS / Društvо građevinskih konstruktera Srbije, 15. kongres, 6-8. septembar 2018, Zlatibor. 2018;:519-528.
https://hdl.handle.net/21.15107/rcub_grafar_1595 .

Kostadinović Vranešević, Kristina, Gluhović, Nina, Dobrić, Jelena, Spremić, Milan, "Poređenje ponašanja tankih cilndričnih ljuski od ugljeničnog čelika i nerđajućeg čelika" in Zbornik radova sa nacionalnog kongresa DGKS / Društvо građevinskih konstruktera Srbije, 15. kongres, 6-8. septembar 2018, Zlatibor (2018):519-528,
https://hdl.handle.net/21.15107/rcub_grafar_1595 .

TY  - CONF
AU  - Šarkić-Glumac, Anina
AU  - Hemida, Hassan
AU  - Kostadinović Vranešević, Kristina
AU  - Höffer, Rüdiger
PY  - 2015
UR  - http://www.winercost.com/cost_files/WINERCOST_Workshop_Coimbra_FINAL_PROCEEDINGS.PDF
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/2108
AB  - In order to increase wind energy harvesting from urban environment, the wind be- havior and the effect of the surrounding buildings needs to be fully understood. In this paper, wind tunnel experiments of the flow around a high-rise building with a height to width ratio of 3:1 surrounded by four high-rise buildings of the same geometry were performed to investigate the interference effect on the above roof flow. The buildings were mounted in an environmental boundary layer resembling that of a built environment and velocity measurements over the top of the principal building were performed. Four different wind angles, with respect to the side of the high-rise building, were investigated experimentally; 0°, 15°, 30°, and 45°.
C3  - Workshop: Tends and Challenges for Wind Energy Harvesting
T1  - Experimental investigation of interference effect of high-rise buildings for wind energy extraction
EP  - 66
SP  - 57
UR  - https://hdl.handle.net/21.15107/rcub_grafar_2108
ER  - 

@conference{
author = "Šarkić-Glumac, Anina and Hemida, Hassan and Kostadinović Vranešević, Kristina and Höffer, Rüdiger",
year = "2015",
abstract = "In order to increase wind energy harvesting from urban environment, the wind be- havior and the effect of the surrounding buildings needs to be fully understood. In this paper, wind tunnel experiments of the flow around a high-rise building with a height to width ratio of 3:1 surrounded by four high-rise buildings of the same geometry were performed to investigate the interference effect on the above roof flow. The buildings were mounted in an environmental boundary layer resembling that of a built environment and velocity measurements over the top of the principal building were performed. Four different wind angles, with respect to the side of the high-rise building, were investigated experimentally; 0°, 15°, 30°, and 45°.",
journal = "Workshop: Tends and Challenges for Wind Energy Harvesting",
title = "Experimental investigation of interference effect of high-rise buildings for wind energy extraction",
pages = "66-57",
url = "https://hdl.handle.net/21.15107/rcub_grafar_2108"
}

Šarkić-Glumac, A., Hemida, H., Kostadinović Vranešević, K.,& Höffer, R.. (2015). Experimental investigation of interference effect of high-rise buildings for wind energy extraction. in Workshop: Tends and Challenges for Wind Energy Harvesting, 57-66.
https://hdl.handle.net/21.15107/rcub_grafar_2108

Šarkić-Glumac A, Hemida H, Kostadinović Vranešević K, Höffer R. Experimental investigation of interference effect of high-rise buildings for wind energy extraction. in Workshop: Tends and Challenges for Wind Energy Harvesting. 2015;:57-66.
https://hdl.handle.net/21.15107/rcub_grafar_2108 .

Šarkić-Glumac, Anina, Hemida, Hassan, Kostadinović Vranešević, Kristina, Höffer, Rüdiger, "Experimental investigation of interference effect of high-rise buildings for wind energy extraction" in Workshop: Tends and Challenges for Wind Energy Harvesting (2015):57-66,
https://hdl.handle.net/21.15107/rcub_grafar_2108 .

TY  - CONF
AU  - Šarkić-Glumac, Anina
AU  - Kostadinović Vranešević, Kristina
AU  - Šumarac, Dragoslav
PY  - 2015
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/1306
AB  - The main aim of this paper is to numerically analyze the wind behavior around the isolated high-rise building with height to width ratio of 3:1. The wind behavior around the building was simulated at wind angle of 0 degrees. Numerical calculations are performed using open-source code OpenFOAM. For the analysis solver for incompressible flow was applied using the Large Eddy Simulation (LES). In addition, numerical results are compared with available experimental data.
PB  - Serbian Society of Mecahnics ; Faculty of Technical Sciences, Belgrade ; Novi Sad
C3  - Proceedings / The 5th International Congress of Serbian Society of Mechanics, Arandjelovac, June 15-17, 2015
T1  - Numerical Investigations of the Flow Around a High-rise Building
UR  - https://hdl.handle.net/21.15107/rcub_grafar_1306
ER  - 

@conference{
author = "Šarkić-Glumac, Anina and Kostadinović Vranešević, Kristina and Šumarac, Dragoslav",
year = "2015",
abstract = "The main aim of this paper is to numerically analyze the wind behavior around the isolated high-rise building with height to width ratio of 3:1. The wind behavior around the building was simulated at wind angle of 0 degrees. Numerical calculations are performed using open-source code OpenFOAM. For the analysis solver for incompressible flow was applied using the Large Eddy Simulation (LES). In addition, numerical results are compared with available experimental data.",
publisher = "Serbian Society of Mecahnics ; Faculty of Technical Sciences, Belgrade ; Novi Sad",
journal = "Proceedings / The 5th International Congress of Serbian Society of Mechanics, Arandjelovac, June 15-17, 2015",
title = "Numerical Investigations of the Flow Around a High-rise Building",
url = "https://hdl.handle.net/21.15107/rcub_grafar_1306"
}

Šarkić-Glumac, A., Kostadinović Vranešević, K.,& Šumarac, D.. (2015). Numerical Investigations of the Flow Around a High-rise Building. in Proceedings / The 5th International Congress of Serbian Society of Mechanics, Arandjelovac, June 15-17, 2015
Serbian Society of Mecahnics ; Faculty of Technical Sciences, Belgrade ; Novi Sad..
https://hdl.handle.net/21.15107/rcub_grafar_1306

Šarkić-Glumac A, Kostadinović Vranešević K, Šumarac D. Numerical Investigations of the Flow Around a High-rise Building. in Proceedings / The 5th International Congress of Serbian Society of Mechanics, Arandjelovac, June 15-17, 2015. 2015;.
https://hdl.handle.net/21.15107/rcub_grafar_1306 .

Šarkić-Glumac, Anina, Kostadinović Vranešević, Kristina, Šumarac, Dragoslav, "Numerical Investigations of the Flow Around a High-rise Building" in Proceedings / The 5th International Congress of Serbian Society of Mechanics, Arandjelovac, June 15-17, 2015 (2015),
https://hdl.handle.net/21.15107/rcub_grafar_1306 .

TY  - CONF
AU  - Lazić, Žarko
AU  - Kostadinović Vranešević, Kristina
AU  - Koneski, Zoran
AU  - Stanojević, Jovica
PY  - 2015
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/1287
AB  - Calculation of cross section forces reinforced concrete slab, in practice often is done according to the Theory of elasticity(ТЕ). In cases where the dimensioning section should be done according to the theory of critical load then the solution static actions, at the moment just before the break, should be find from the inelastic solutions. Methods for the calculation of reinforced concrete structures at the time of failure, developed to date are based on the solutions of Theory of plasticity(ТP). In this connection, with a reinforced concrete slab, the paper describes the particular case, which concerns the formation of the plastic hinge line, known as the Yield line theory(YL). With in the (YL)are described kinematic and static theorem. For examples of simply supported and fixed reinforced concrete slabs are defined upper and lower load limit value. In the software package Sofistik there are analyzed examples of reinforced concrete plate in the form of defining the shape line fracture in comparison to the realistic forms of line fracture.
PB  - Građevinski fakultet, Subotica
C3  - Zbornik radova Građevinskog fakulteta
T1  - Ultimate Load of Rectangular Plate
T1  - Granično opterećenje pravougaone ploče
EP  - 315
SP  - 309
VL  - 31
DO  - 10.14415/konferencijaGFS2015.039
ER  - 

@conference{
author = "Lazić, Žarko and Kostadinović Vranešević, Kristina and Koneski, Zoran and Stanojević, Jovica",
year = "2015",
abstract = "Calculation of cross section forces reinforced concrete slab, in practice often is done according to the Theory of elasticity(ТЕ). In cases where the dimensioning section should be done according to the theory of critical load then the solution static actions, at the moment just before the break, should be find from the inelastic solutions. Methods for the calculation of reinforced concrete structures at the time of failure, developed to date are based on the solutions of Theory of plasticity(ТP). In this connection, with a reinforced concrete slab, the paper describes the particular case, which concerns the formation of the plastic hinge line, known as the Yield line theory(YL). With in the (YL)are described kinematic and static theorem. For examples of simply supported and fixed reinforced concrete slabs are defined upper and lower load limit value. In the software package Sofistik there are analyzed examples of reinforced concrete plate in the form of defining the shape line fracture in comparison to the realistic forms of line fracture.",
publisher = "Građevinski fakultet, Subotica",
journal = "Zbornik radova Građevinskog fakulteta",
title = "Ultimate Load of Rectangular Plate, Granično opterećenje pravougaone ploče",
pages = "315-309",
volume = "31",
doi = "10.14415/konferencijaGFS2015.039"
}

Lazić, Ž., Kostadinović Vranešević, K., Koneski, Z.,& Stanojević, J.. (2015). Ultimate Load of Rectangular Plate. in Zbornik radova Građevinskog fakulteta
Građevinski fakultet, Subotica., 31, 309-315.
https://doi.org/10.14415/konferencijaGFS2015.039

Lazić Ž, Kostadinović Vranešević K, Koneski Z, Stanojević J. Ultimate Load of Rectangular Plate. in Zbornik radova Građevinskog fakulteta. 2015;31:309-315.
doi:10.14415/konferencijaGFS2015.039 .

Lazić, Žarko, Kostadinović Vranešević, Kristina, Koneski, Zoran, Stanojević, Jovica, "Ultimate Load of Rectangular Plate" in Zbornik radova Građevinskog fakulteta, 31 (2015):309-315,
https://doi.org/10.14415/konferencijaGFS2015.039 . .

TY  - CONF
AU  - Koneski, Z.
AU  - Kostadinović Vranešević, Kristina
AU  - Kovačević, Saša
AU  - Lazić, Ž.
PY  - 2014
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/1163
AB  - The review of the Reissner-Mindlin's (RM) theory of bending of rectangular plates is presented in this paper. Presented are the advantages and disadvantages of RM theory, its application and finite elements (FE) for solving plate bending by RM theory. The Wolfram Mathematica software package is used to create LESAP program code with built-in algorithm for calculation of the plate bending. The results for a given number of examples, which include accuracy, convergence and the speed of the solutions convergence, are compared with the results obtained using the software package ABAQUS.
PB  - Društvo građevinskih konstruktera Srbije, Beograd
C3  - Zbornik radova / DGKS Društvo građevinskih konstruktera Srbije, 14. kongres, Novi Sad, 24-26. oktobar, 2014.
T1  - The Effect of Transverse Shear Deformation on the Bending of Rectangular Plates
EP  - 214
SP  - 205
UR  - https://hdl.handle.net/21.15107/rcub_grafar_1163
ER  - 

@conference{
author = "Koneski, Z. and Kostadinović Vranešević, Kristina and Kovačević, Saša and Lazić, Ž.",
year = "2014",
abstract = "The review of the Reissner-Mindlin's (RM) theory of bending of rectangular plates is presented in this paper. Presented are the advantages and disadvantages of RM theory, its application and finite elements (FE) for solving plate bending by RM theory. The Wolfram Mathematica software package is used to create LESAP program code with built-in algorithm for calculation of the plate bending. The results for a given number of examples, which include accuracy, convergence and the speed of the solutions convergence, are compared with the results obtained using the software package ABAQUS.",
publisher = "Društvo građevinskih konstruktera Srbije, Beograd",
journal = "Zbornik radova / DGKS Društvo građevinskih konstruktera Srbije, 14. kongres, Novi Sad, 24-26. oktobar, 2014.",
title = "The Effect of Transverse Shear Deformation on the Bending of Rectangular Plates",
pages = "214-205",
url = "https://hdl.handle.net/21.15107/rcub_grafar_1163"
}

Koneski, Z., Kostadinović Vranešević, K., Kovačević, S.,& Lazić, Ž.. (2014). The Effect of Transverse Shear Deformation on the Bending of Rectangular Plates. in Zbornik radova / DGKS Društvo građevinskih konstruktera Srbije, 14. kongres, Novi Sad, 24-26. oktobar, 2014.
Društvo građevinskih konstruktera Srbije, Beograd., 205-214.
https://hdl.handle.net/21.15107/rcub_grafar_1163

Koneski Z, Kostadinović Vranešević K, Kovačević S, Lazić Ž. The Effect of Transverse Shear Deformation on the Bending of Rectangular Plates. in Zbornik radova / DGKS Društvo građevinskih konstruktera Srbije, 14. kongres, Novi Sad, 24-26. oktobar, 2014.. 2014;:205-214.
https://hdl.handle.net/21.15107/rcub_grafar_1163 .

Koneski, Z., Kostadinović Vranešević, Kristina, Kovačević, Saša, Lazić, Ž., "The Effect of Transverse Shear Deformation on the Bending of Rectangular Plates" in Zbornik radova / DGKS Društvo građevinskih konstruktera Srbije, 14. kongres, Novi Sad, 24-26. oktobar, 2014. (2014):205-214,
https://hdl.handle.net/21.15107/rcub_grafar_1163 .