TY  - JOUR
AU  - Sokolović, Neda M.
AU  - Gavrilović-Grmuša, Ivana
AU  - Zdravković, Vladislav
AU  - Ivanović-Šekularac, Jelena A.
AU  - Pavićević, Darko
AU  - Šekularac, Nenad
PY  - 2023
UR  - https://raf.arh.bg.ac.rs/handle/123456789/1790
AB  - This paper presents the results of experimental testing of the bending strength and modulus of elasticity in edgewise bending of unreinforced and reinforced seven-layer LVL (laminated veneer lumber) poplar veneer panels. The aim of the research is to determine the influence of woven carbon fibers on the improvement of the bending properties and modulus of elasticity of LVL bending in the plane of the plate, as well as the influence of adhesives on the bending properties of the composite product, in order to test the potential of using this newly obtained material as a structural element. Bending was performed on small-scale samples. The main research task is the examination of three types of reinforcement, which differ from each other in position, orientation, and number of layers of reinforcement, using two different types of adhesives: epoxy adhesive and Melamine Urea Formaldehyde Resins (MUF). The composite material was produced in four different combinations in relation to the orientation and position of the reinforcement in the layup. The applied reinforcement is defined through three different configurations (EK1, EK2, and EK3) and a fourth control sample (EK4). Each configuration was produced by applying the two previously mentioned types of adhesives. The research findings showed that in the case of samples produced by applying CFRP (carbon fiber reinforced polymer) using epoxy adhesive, it significantly affected the increase in bending strength and flexural modulus of elasticity. The average improvement in bending strength is 32.9%, 33.2%, and 38.7%, i.e., the flexural modulus of elasticity is 54.1%, 50.7%, and 54.7%, respectively, for configurations EK1, EK2, and EK3, compared to control sample EK4. During the testing, the test samples from reinforced panels EK1 and EK2 showed partly plastic behavior up to the fracture point, while the diagram for the test samples from reinforced panels EK3 shows elastic behavior to a considerable extent, with a significantly smaller plastic behavior zone. This research proved the impossibility of using melamine-urea formaldehyde adhesive to form a composite product based on veneer and carbon fabric. The greatest contribution of this work is the experimentally verified and confirmed result of the possibility of applying poplar veneer to design structural elements in LVL using epoxy adhesive.
PB  - Basel : MDPI
T2  - Materials
T1  - Flexural Properties in Edgewise Bending of LVL Reinforced with Woven Carbon Fibers
VL  - 16
IS  - 9
SP  - 3346
DO  - 10.3390/ma16093346
ER  - 

@article{
author = "Sokolović, Neda M. and Gavrilović-Grmuša, Ivana and Zdravković, Vladislav and Ivanović-Šekularac, Jelena A. and Pavićević, Darko and Šekularac, Nenad",
year = "2023",
abstract = "This paper presents the results of experimental testing of the bending strength and modulus of elasticity in edgewise bending of unreinforced and reinforced seven-layer LVL (laminated veneer lumber) poplar veneer panels. The aim of the research is to determine the influence of woven carbon fibers on the improvement of the bending properties and modulus of elasticity of LVL bending in the plane of the plate, as well as the influence of adhesives on the bending properties of the composite product, in order to test the potential of using this newly obtained material as a structural element. Bending was performed on small-scale samples. The main research task is the examination of three types of reinforcement, which differ from each other in position, orientation, and number of layers of reinforcement, using two different types of adhesives: epoxy adhesive and Melamine Urea Formaldehyde Resins (MUF). The composite material was produced in four different combinations in relation to the orientation and position of the reinforcement in the layup. The applied reinforcement is defined through three different configurations (EK1, EK2, and EK3) and a fourth control sample (EK4). Each configuration was produced by applying the two previously mentioned types of adhesives. The research findings showed that in the case of samples produced by applying CFRP (carbon fiber reinforced polymer) using epoxy adhesive, it significantly affected the increase in bending strength and flexural modulus of elasticity. The average improvement in bending strength is 32.9%, 33.2%, and 38.7%, i.e., the flexural modulus of elasticity is 54.1%, 50.7%, and 54.7%, respectively, for configurations EK1, EK2, and EK3, compared to control sample EK4. During the testing, the test samples from reinforced panels EK1 and EK2 showed partly plastic behavior up to the fracture point, while the diagram for the test samples from reinforced panels EK3 shows elastic behavior to a considerable extent, with a significantly smaller plastic behavior zone. This research proved the impossibility of using melamine-urea formaldehyde adhesive to form a composite product based on veneer and carbon fabric. The greatest contribution of this work is the experimentally verified and confirmed result of the possibility of applying poplar veneer to design structural elements in LVL using epoxy adhesive.",
publisher = "Basel : MDPI",
journal = "Materials",
title = "Flexural Properties in Edgewise Bending of LVL Reinforced with Woven Carbon Fibers",
volume = "16",
number = "9",
pages = "3346",
doi = "10.3390/ma16093346"
}

Sokolović, N. M., Gavrilović-Grmuša, I., Zdravković, V., Ivanović-Šekularac, J. A., Pavićević, D.,& Šekularac, N.. (2023). Flexural Properties in Edgewise Bending of LVL Reinforced with Woven Carbon Fibers. in Materials
Basel : MDPI., 16(9), 3346.
https://doi.org/10.3390/ma16093346

Sokolović NM, Gavrilović-Grmuša I, Zdravković V, Ivanović-Šekularac JA, Pavićević D, Šekularac N. Flexural Properties in Edgewise Bending of LVL Reinforced with Woven Carbon Fibers. in Materials. 2023;16(9):3346.
doi:10.3390/ma16093346 .

Sokolović, Neda M., Gavrilović-Grmuša, Ivana, Zdravković, Vladislav, Ivanović-Šekularac, Jelena A., Pavićević, Darko, Šekularac, Nenad, "Flexural Properties in Edgewise Bending of LVL Reinforced with Woven Carbon Fibers" in Materials, 16, no. 9 (2023):3346,
https://doi.org/10.3390/ma16093346 . .

TY  - JOUR
AU  - Kontić, Ana
AU  - Vasconcelos, Graça
AU  - Briceño Melendez, Carolina
AU  - Azenha, Miguel
AU  - Sokolović, Neda
PY  - 2023
UR  - https://raf.arh.bg.ac.rs/handle/123456789/1479
AB  - Physical, mechanical and carbonation progress properties of air lime mortars, formulated with the addition of air entrainers, were analyzed, aiming to investigate the influence of air entrainers on abovementioned properties of lime-based products. Samples were cured in two curing conditions and their properties were evaluated after 14, 28, 60 and 90 days. The results obtained revealed that the addition of air entrainers influences the change in dynamics between drying and carbonation processes, therefore influencing the rate of carbonation process. This observation was reflected in carbonation progress as well as physical and mechanical properties of the tested samples.
PB  - Elsevier Ltd.
T2  - Construction and Building Materials
T1  - Influence of air entrainers on the properties of hydrated lime mortars
VL  - 403
SP  - 132968
DO  - 10.1016/j.conbuildmat.2023.132968
ER  - 

@article{
author = "Kontić, Ana and Vasconcelos, Graça and Briceño Melendez, Carolina and Azenha, Miguel and Sokolović, Neda",
year = "2023",
abstract = "Physical, mechanical and carbonation progress properties of air lime mortars, formulated with the addition of air entrainers, were analyzed, aiming to investigate the influence of air entrainers on abovementioned properties of lime-based products. Samples were cured in two curing conditions and their properties were evaluated after 14, 28, 60 and 90 days. The results obtained revealed that the addition of air entrainers influences the change in dynamics between drying and carbonation processes, therefore influencing the rate of carbonation process. This observation was reflected in carbonation progress as well as physical and mechanical properties of the tested samples.",
publisher = "Elsevier Ltd.",
journal = "Construction and Building Materials",
title = "Influence of air entrainers on the properties of hydrated lime mortars",
volume = "403",
pages = "132968",
doi = "10.1016/j.conbuildmat.2023.132968"
}

Kontić, A., Vasconcelos, G., Briceño Melendez, C., Azenha, M.,& Sokolović, N.. (2023). Influence of air entrainers on the properties of hydrated lime mortars. in Construction and Building Materials
Elsevier Ltd.., 403, 132968.
https://doi.org/10.1016/j.conbuildmat.2023.132968

Kontić A, Vasconcelos G, Briceño Melendez C, Azenha M, Sokolović N. Influence of air entrainers on the properties of hydrated lime mortars. in Construction and Building Materials. 2023;403:132968.
doi:10.1016/j.conbuildmat.2023.132968 .

Kontić, Ana, Vasconcelos, Graça, Briceño Melendez, Carolina, Azenha, Miguel, Sokolović, Neda, "Influence of air entrainers on the properties of hydrated lime mortars" in Construction and Building Materials, 403 (2023):132968,
https://doi.org/10.1016/j.conbuildmat.2023.132968 . .

Todorović, D., Kostić, M., Milovanović, A., Đorđević, A., Pešić, M., Zorić, A., Bugarski, J., Sokolović, N.,& Josifovski, A.. (2021). Izazovi COVID-19: Arhitektura pandemije [43. Salon arhitekture - Tačka oslonca]. in Tačka oslonca : [katalog izložbe] / 43. salon arhitekture, Muzej primenjene umetnosti, Beograd, 12. maj - 05. jun
Belgrade: Museum of Applied Art., Ei07-Ei07.
https://hdl.handle.net/21.15107/rcub_raf_1634

Todorović D, Kostić M, Milovanović A, Đorđević A, Pešić M, Zorić A, Bugarski J, Sokolović N, Josifovski A. Izazovi COVID-19: Arhitektura pandemije [43. Salon arhitekture - Tačka oslonca]. in Tačka oslonca : [katalog izložbe] / 43. salon arhitekture, Muzej primenjene umetnosti, Beograd, 12. maj - 05. jun. 2021;:Ei07-Ei07.
https://hdl.handle.net/21.15107/rcub_raf_1634 .

Todorović, Dejan, Kostić, Miloš, Milovanović, Aleksandra, Đorđević, Aleksandra, Pešić, Mladen, Zorić, Ana, Bugarski, Jovana, Sokolović, Neda, Josifovski, Andrej, "Izazovi COVID-19: Arhitektura pandemije [43. Salon arhitekture - Tačka oslonca]" in Tačka oslonca : [katalog izložbe] / 43. salon arhitekture, Muzej primenjene umetnosti, Beograd, 12. maj - 05. jun (2021):Ei07-Ei07,
https://hdl.handle.net/21.15107/rcub_raf_1634 .

TY  - JOUR
AU  - Sokolović, Neda M.
AU  - Petrović, Milica
AU  - Kontić, Ana
AU  - Koprivica, Suzana
AU  - Šekularac, Nenad
PY  - 2021
UR  - https://raf.arh.bg.ac.rs/handle/123456789/1209
AB  - The importance of masonry arch bridges as a traffic network element calls for a thorough
analysis focused on both structural stability and loading capacity of these historical structures, considering
the usage of these bridges in contemporary traffic conditions. This paper focuses on the analysis
of longitudinal cracks in a single span masonry arch bridge to evaluate its influence on structural
behaviour of the system. As longitudinal cracks do not necessarily present an inevitable collapse
mechanism, analysis of the causes is crucial for evaluating the serviceability and functionality of the
bridge investigated. The methodology is based on the following: literature review, observation of the
stone bridge in Ivanjica, geological testing of the site, geophysical testing of the bridge, laboratory
testing of mechanical characteristics of stone used for the bridge construction and biological analysis
of the samples of implemented materials on the bridge. Finite element analysis of the bridge was
conducted to define the causes of the longitudinal cracks. The 3D simulation model was based on
the data collected through observation and experimental analysis. This paper provides extensive
research on a single span masonry bridge, examining how different deterioration mechanisms, in
conjunction, can lead to the appearance of cracks in masonry arch bridges and provide remedial
measures accordingly.
PB  - MDPI
T2  - Sustainability
T1  - Inspection and Assessment of Masonry Arch Bridges: Ivanjica Case Study
VL  - 13
IS  - 23
SP  - 13363
DO  - 10.3390/su132313363
ER  - 

@article{
author = "Sokolović, Neda M. and Petrović, Milica and Kontić, Ana and Koprivica, Suzana and Šekularac, Nenad",
year = "2021",
abstract = "The importance of masonry arch bridges as a traffic network element calls for a thorough
analysis focused on both structural stability and loading capacity of these historical structures, considering
the usage of these bridges in contemporary traffic conditions. This paper focuses on the analysis
of longitudinal cracks in a single span masonry arch bridge to evaluate its influence on structural
behaviour of the system. As longitudinal cracks do not necessarily present an inevitable collapse
mechanism, analysis of the causes is crucial for evaluating the serviceability and functionality of the
bridge investigated. The methodology is based on the following: literature review, observation of the
stone bridge in Ivanjica, geological testing of the site, geophysical testing of the bridge, laboratory
testing of mechanical characteristics of stone used for the bridge construction and biological analysis
of the samples of implemented materials on the bridge. Finite element analysis of the bridge was
conducted to define the causes of the longitudinal cracks. The 3D simulation model was based on
the data collected through observation and experimental analysis. This paper provides extensive
research on a single span masonry bridge, examining how different deterioration mechanisms, in
conjunction, can lead to the appearance of cracks in masonry arch bridges and provide remedial
measures accordingly.",
publisher = "MDPI",
journal = "Sustainability",
title = "Inspection and Assessment of Masonry Arch Bridges: Ivanjica Case Study",
volume = "13",
number = "23",
pages = "13363",
doi = "10.3390/su132313363"
}

Sokolović, N. M., Petrović, M., Kontić, A., Koprivica, S.,& Šekularac, N.. (2021). Inspection and Assessment of Masonry Arch Bridges: Ivanjica Case Study. in Sustainability
MDPI., 13(23), 13363.
https://doi.org/10.3390/su132313363

Sokolović NM, Petrović M, Kontić A, Koprivica S, Šekularac N. Inspection and Assessment of Masonry Arch Bridges: Ivanjica Case Study. in Sustainability. 2021;13(23):13363.
doi:10.3390/su132313363 .

Sokolović, Neda M., Petrović, Milica, Kontić, Ana, Koprivica, Suzana, Šekularac, Nenad, "Inspection and Assessment of Masonry Arch Bridges: Ivanjica Case Study" in Sustainability, 13, no. 23 (2021):13363,
https://doi.org/10.3390/su132313363 . .

TY  - JOUR
AU  - Milovanović, Aleksandra
AU  - Kostić, Miloš
AU  - Zorić, Ana
AU  - Đorđević, Aleksandra
AU  - Pešić, Mladen
AU  - Bugarski, Jovana
AU  - Todorović, Dejan
AU  - Sokolović, Neda
AU  - Josifovski, Andrej
PY  - 2020
UR  - https://raf.arh.bg.ac.rs/handle/123456789/1055
AB  - The paper addresses the shift in architectural education regarding the need to develop new
approaches in teaching methodology, improve curricula, and make advancements in new learning
arenas and digital environments. The research is based on the assumption that online workshops
could offer a unique learning experience for students in higher education. Accordingly, workshops
are considered an essential element in teaching emergency design. As a result, this can produce
broader and more innovative solutions to COVID-19 challenges regarding social distancing, limited
movements, regulated use of public space, and suspended daily activities. The theoretical notions
of emergency design and education for sustainable design enabled the identification of research
perspectives and spatial levels to be taken as a starting point of the workshop “COVID-19 Challenges:
Architecture of Pandemic” that was conducted by the University of Belgrade—Faculty of Architecture
in April 2020. The critical review of the workshop’s procedural and substantial aspects led to
identifying four main COVID-19 design challenges perceived in performance, innovation, alteration,
and inclusion. Additionally, the paper’s findings concern the identification of learning potentials
and limitations arising from a current topic affecting global society, for which neither solutions nor
adequate answers in the field of architecture and urbanism have been found.
PB  - MDPI AG
T2  - Sustainability
T1  - Transferring COVID-19 Challenges into Learning Potentials: Online Workshops in Architectural Education
VL  - 12
IS  - 17
DO  - 10.3390/su12177024
ER  - 

@article{
author = "Milovanović, Aleksandra and Kostić, Miloš and Zorić, Ana and Đorđević, Aleksandra and Pešić, Mladen and Bugarski, Jovana and Todorović, Dejan and Sokolović, Neda and Josifovski, Andrej",
year = "2020",
abstract = "The paper addresses the shift in architectural education regarding the need to develop new
approaches in teaching methodology, improve curricula, and make advancements in new learning
arenas and digital environments. The research is based on the assumption that online workshops
could offer a unique learning experience for students in higher education. Accordingly, workshops
are considered an essential element in teaching emergency design. As a result, this can produce
broader and more innovative solutions to COVID-19 challenges regarding social distancing, limited
movements, regulated use of public space, and suspended daily activities. The theoretical notions
of emergency design and education for sustainable design enabled the identification of research
perspectives and spatial levels to be taken as a starting point of the workshop “COVID-19 Challenges:
Architecture of Pandemic” that was conducted by the University of Belgrade—Faculty of Architecture
in April 2020. The critical review of the workshop’s procedural and substantial aspects led to
identifying four main COVID-19 design challenges perceived in performance, innovation, alteration,
and inclusion. Additionally, the paper’s findings concern the identification of learning potentials
and limitations arising from a current topic affecting global society, for which neither solutions nor
adequate answers in the field of architecture and urbanism have been found.",
publisher = "MDPI AG",
journal = "Sustainability",
title = "Transferring COVID-19 Challenges into Learning Potentials: Online Workshops in Architectural Education",
volume = "12",
number = "17",
doi = "10.3390/su12177024"
}

Milovanović, A., Kostić, M., Zorić, A., Đorđević, A., Pešić, M., Bugarski, J., Todorović, D., Sokolović, N.,& Josifovski, A.. (2020). Transferring COVID-19 Challenges into Learning Potentials: Online Workshops in Architectural Education. in Sustainability
MDPI AG., 12(17).
https://doi.org/10.3390/su12177024

Milovanović A, Kostić M, Zorić A, Đorđević A, Pešić M, Bugarski J, Todorović D, Sokolović N, Josifovski A. Transferring COVID-19 Challenges into Learning Potentials: Online Workshops in Architectural Education. in Sustainability. 2020;12(17).
doi:10.3390/su12177024 .

Milovanović, Aleksandra, Kostić, Miloš, Zorić, Ana, Đorđević, Aleksandra, Pešić, Mladen, Bugarski, Jovana, Todorović, Dejan, Sokolović, Neda, Josifovski, Andrej, "Transferring COVID-19 Challenges into Learning Potentials: Online Workshops in Architectural Education" in Sustainability, 12, no. 17 (2020),
https://doi.org/10.3390/su12177024 . .

Đorđević, A., Bugarski, J., Pešić, M., Zorić, A., Kostić, M., Todorović, D., Josifovski, A., Milovanović, A.,& Sokolović, N.. (2020). Covid-19 Challenges: Architecture of Pandemics, Online Student Workshop [Special Mention at ON Architecture 2020 Exhibition]. in Learning architecture : exhibition book / [Eight International Multimedia Event] On Architecture, Belgrade
Belgrade: STRAND – Sustainable Urban Society Association., 28-28.
https://hdl.handle.net/21.15107/rcub_raf_1629

Đorđević A, Bugarski J, Pešić M, Zorić A, Kostić M, Todorović D, Josifovski A, Milovanović A, Sokolović N. Covid-19 Challenges: Architecture of Pandemics, Online Student Workshop [Special Mention at ON Architecture 2020 Exhibition]. in Learning architecture : exhibition book / [Eight International Multimedia Event] On Architecture, Belgrade. 2020;:28-28.
https://hdl.handle.net/21.15107/rcub_raf_1629 .

Đorđević, Aleksandra, Bugarski, Jovana, Pešić, Mladen, Zorić, Ana, Kostić, Miloš, Todorović, Dejan, Josifovski, Andrej, Milovanović, Aleksandra, Sokolović, Neda, "Covid-19 Challenges: Architecture of Pandemics, Online Student Workshop [Special Mention at ON Architecture 2020 Exhibition]" in Learning architecture : exhibition book / [Eight International Multimedia Event] On Architecture, Belgrade (2020):28-28,
https://hdl.handle.net/21.15107/rcub_raf_1629 .

Đorđević, A., Bugarski, J., Pešić, M., Zorić, A., Kostić, M., Todorović, D., Josifovski, A., Milovanović, A.,& Sokolović, N.. (2020). COVID 19 Challenges: Architecture of Pandemics, an Online Student Workshop [22nd Salon of Architecture Novi Sad]. in 22. salon arhitekture Novi Sad : [Novi Sad, 15. 10. - 22. 10. 2020] = The 22nd Salon of architecture Novi Sad : [Novi Sad, October 15th - October 22nd 2020]
Novi Sad: Association of Novi Sad Architects., 136-136.
https://hdl.handle.net/21.15107/rcub_raf_1626

Đorđević A, Bugarski J, Pešić M, Zorić A, Kostić M, Todorović D, Josifovski A, Milovanović A, Sokolović N. COVID 19 Challenges: Architecture of Pandemics, an Online Student Workshop [22nd Salon of Architecture Novi Sad]. in 22. salon arhitekture Novi Sad : [Novi Sad, 15. 10. - 22. 10. 2020] = The 22nd Salon of architecture Novi Sad : [Novi Sad, October 15th - October 22nd 2020]. 2020;:136-136.
https://hdl.handle.net/21.15107/rcub_raf_1626 .

Đorđević, Aleksandra, Bugarski, Jovana, Pešić, Mladen, Zorić, Ana, Kostić, Miloš, Todorović, Dejan, Josifovski, Andrej, Milovanović, Aleksandra, Sokolović, Neda, "COVID 19 Challenges: Architecture of Pandemics, an Online Student Workshop [22nd Salon of Architecture Novi Sad]" in 22. salon arhitekture Novi Sad : [Novi Sad, 15. 10. - 22. 10. 2020] = The 22nd Salon of architecture Novi Sad : [Novi Sad, October 15th - October 22nd 2020] (2020):136-136,
https://hdl.handle.net/21.15107/rcub_raf_1626 .

TY  - CONF
AU  - Sokolović, Neda
AU  - Kontić, Ana
AU  - Josifovski, Andrej
PY  - 2020
UR  - https://raf.arh.bg.ac.rs/handle/123456789/1496
AB  - The development of new materials and technologies is one of the greatest initiator of new architectural thought. Development within the long-standing continuous improvement of wood as material was induced by technological development and new market demands. Good mechanical and physical properties of wood and its easy accessibility, initiated further development and improvement of products based on this material. The aims of this improvement are more rational wood application and improvement of its physical and mechanical properties in regard to monolithic wood. In particular significant are wood-based products made from veneer layers, plywood and laminated veneer lumber (LVL). These materials stand out from other wood-based panel materials due to their mechanical and aesthetic performance. Previous application of veneer-based panels as a structural element in architecture has been implied as secondary or tertiary structural elements which transfer the load to supporting structural members, or to stiffen wooden structures. Recognition a good mechanical property of the material and its advantages as a small self-weight encouraged examining the possibilities of using wood-based panel products as the primary structural support element in exoskeleton structures, i.e. using building envelope as object structure. Application plywood and LVL is research study, so in this paper authors will analyze the possibilities of using these products as an exoskeleton supporting element, through case studies of realized experimental structures. Through research realised structures will be analysed, with a focus on shell structures. They will be evaluated through recognition of its advantages and disadvantages, especially those are directly conditioned by the structural characteristics of the material. Analyses of structures will be done according following criteria: structure design, spatial stability, span constraints, possibilities of loads the structure can support and connections between elements. In order to encourage use of veneer-based panels as load-bearing element in the exoskeleton structure, the paper will set guidelines for further research in this area and will recommend possibilities to improve mechanical characteristics of material. Rationalization of the use of wood-based panels in folded structures will highlight in paper. Forming exoskeleton structure from this material contributes rational use of the structure and raw wood materials saving.
PB  - Belgrade : University of Belgrade - Faculty of Architecture
C3  - Keeping up with technologies to act responsively in urban environment [Elektronski izvor] : conference proceedings / 7th international Academic Conference on Places and Technologies
T1  - Application of veneer based panels in Exoskeleton Architecture
DO  - 10.18485/arh_pt.2020.7.ch21
ER  - 

@conference{
author = "Sokolović, Neda and Kontić, Ana and Josifovski, Andrej",
year = "2020",
abstract = "The development of new materials and technologies is one of the greatest initiator of new architectural thought. Development within the long-standing continuous improvement of wood as material was induced by technological development and new market demands. Good mechanical and physical properties of wood and its easy accessibility, initiated further development and improvement of products based on this material. The aims of this improvement are more rational wood application and improvement of its physical and mechanical properties in regard to monolithic wood. In particular significant are wood-based products made from veneer layers, plywood and laminated veneer lumber (LVL). These materials stand out from other wood-based panel materials due to their mechanical and aesthetic performance. Previous application of veneer-based panels as a structural element in architecture has been implied as secondary or tertiary structural elements which transfer the load to supporting structural members, or to stiffen wooden structures. Recognition a good mechanical property of the material and its advantages as a small self-weight encouraged examining the possibilities of using wood-based panel products as the primary structural support element in exoskeleton structures, i.e. using building envelope as object structure. Application plywood and LVL is research study, so in this paper authors will analyze the possibilities of using these products as an exoskeleton supporting element, through case studies of realized experimental structures. Through research realised structures will be analysed, with a focus on shell structures. They will be evaluated through recognition of its advantages and disadvantages, especially those are directly conditioned by the structural characteristics of the material. Analyses of structures will be done according following criteria: structure design, spatial stability, span constraints, possibilities of loads the structure can support and connections between elements. In order to encourage use of veneer-based panels as load-bearing element in the exoskeleton structure, the paper will set guidelines for further research in this area and will recommend possibilities to improve mechanical characteristics of material. Rationalization of the use of wood-based panels in folded structures will highlight in paper. Forming exoskeleton structure from this material contributes rational use of the structure and raw wood materials saving.",
publisher = "Belgrade : University of Belgrade - Faculty of Architecture",
journal = "Keeping up with technologies to act responsively in urban environment [Elektronski izvor] : conference proceedings / 7th international Academic Conference on Places and Technologies",
title = "Application of veneer based panels in Exoskeleton Architecture",
doi = "10.18485/arh_pt.2020.7.ch21"
}

Sokolović, N., Kontić, A.,& Josifovski, A.. (2020). Application of veneer based panels in Exoskeleton Architecture. in Keeping up with technologies to act responsively in urban environment [Elektronski izvor] : conference proceedings / 7th international Academic Conference on Places and Technologies
Belgrade : University of Belgrade - Faculty of Architecture..
https://doi.org/10.18485/arh_pt.2020.7.ch21

Sokolović N, Kontić A, Josifovski A. Application of veneer based panels in Exoskeleton Architecture. in Keeping up with technologies to act responsively in urban environment [Elektronski izvor] : conference proceedings / 7th international Academic Conference on Places and Technologies. 2020;.
doi:10.18485/arh_pt.2020.7.ch21 .

Sokolović, Neda, Kontić, Ana, Josifovski, Andrej, "Application of veneer based panels in Exoskeleton Architecture" in Keeping up with technologies to act responsively in urban environment [Elektronski izvor] : conference proceedings / 7th international Academic Conference on Places and Technologies (2020),
https://doi.org/10.18485/arh_pt.2020.7.ch21 . .

TY  - JOUR
AU  - Grbić, Miodrag
AU  - Džombić, Neda
AU  - Glišić, Milan
PY  - 2017
UR  - https://raf.arh.bg.ac.rs/handle/123456789/254
AB  - In 2009, the Municipal Court of the City of Cajetina, Republic of Serbia, issued an order to a Commission of court-appointed experts (Commission) to perform an analysis of the collapse of a building in the final stage of its construction. The Commission was appointed by the Faculty of Architecture, University of Belgrade. The study reveals the steps taken in the process of determining the cause of collapse and the problems that have led to it, the conclusions and findings. Poor design and bad execution led to the collapse of the building. The causes of collapse were structural defects in calculations and rebar detailing, disregard of the procedures related to technical supervision and the procedure of obtaining a building permit, violation of building codes and good practice. The cause was determined using the following methods: analysis of documentation, analysis of regulations and legislation, in situ observations, interviews with participants on the process, and structural analysis through three dimensional modelling. The study also shows that safety factors in the built construction elements were low and inadequate. This work summarizes the principles, conclusions and findings of forensic investigation.
PB  - Int. Assoc. for Bridge and Structural Eng. Eth-Honggerberg
T2  - Structural engineering international
T1  - Investigation of the Collapse of a Building in the Final Stage of Its Construction
VL  - 27
IS  - 3
SP  - 429
EP  - 434
DO  - 10.2749/101686617X14881937384927
ER  - 

@article{
author = "Grbić, Miodrag and Džombić, Neda and Glišić, Milan",
year = "2017",
abstract = "In 2009, the Municipal Court of the City of Cajetina, Republic of Serbia, issued an order to a Commission of court-appointed experts (Commission) to perform an analysis of the collapse of a building in the final stage of its construction. The Commission was appointed by the Faculty of Architecture, University of Belgrade. The study reveals the steps taken in the process of determining the cause of collapse and the problems that have led to it, the conclusions and findings. Poor design and bad execution led to the collapse of the building. The causes of collapse were structural defects in calculations and rebar detailing, disregard of the procedures related to technical supervision and the procedure of obtaining a building permit, violation of building codes and good practice. The cause was determined using the following methods: analysis of documentation, analysis of regulations and legislation, in situ observations, interviews with participants on the process, and structural analysis through three dimensional modelling. The study also shows that safety factors in the built construction elements were low and inadequate. This work summarizes the principles, conclusions and findings of forensic investigation.",
publisher = "Int. Assoc. for Bridge and Structural Eng. Eth-Honggerberg",
journal = "Structural engineering international",
title = "Investigation of the Collapse of a Building in the Final Stage of Its Construction",
volume = "27",
number = "3",
pages = "429-434",
doi = "10.2749/101686617X14881937384927"
}

Grbić, M., Džombić, N.,& Glišić, M.. (2017). Investigation of the Collapse of a Building in the Final Stage of Its Construction. in Structural engineering international
Int. Assoc. for Bridge and Structural Eng. Eth-Honggerberg., 27(3), 429-434.
https://doi.org/10.2749/101686617X14881937384927

Grbić M, Džombić N, Glišić M. Investigation of the Collapse of a Building in the Final Stage of Its Construction. in Structural engineering international. 2017;27(3):429-434.
doi:10.2749/101686617X14881937384927 .

Grbić, Miodrag, Džombić, Neda, Glišić, Milan, "Investigation of the Collapse of a Building in the Final Stage of Its Construction" in Structural engineering international, 27, no. 3 (2017):429-434,
https://doi.org/10.2749/101686617X14881937384927 . .