Sokolović, Neda

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Authority KeyName Variants
orcid::0000-0002-7284-0573
  • Sokolović, Neda (8)
  • Sokolović, Neda M. (3)
  • Džombić, Neda (1)
  • Džombić, Neda M. (1)
  • Dzombic Sokolovic, Neda (1)
  • Соколовић, Неда М. (1)
Projects

Author's Bibliography

Na međi umetnosti i inženjerstva : studije o posleratnoj arhitekturi u Beogradu i Srbiji [45. Salon arhitekture]

Skansi, Luka; Jerkovic-Babovic, Bojana; Dzombic Sokolovic, Neda; Petrović, Milica; Pavicevic, Darko; Graovac, Ana; Jovanovic, Predrag; Stojanovic, Hristina; Lovrinčević, Ivana; Brankov, Borjan; Zoric, Ana; Djordjevic, Aleksandra; Subotić, Aleksandra; Basta, Jelena

(Београд : Музеј примењене уметности = Belgrade : Museum of Applied Art, 2023)


                                            

                                            
Skansi, L., Jerkovic-Babovic, B., Dzombic Sokolovic, N., Petrović, M., Pavicevic, D., Graovac, A., Jovanovic, P., Stojanovic, H., Lovrinčević, I., Brankov, B., Zoric, A., Djordjevic, A., Subotić, A.,& Basta, J.. (2023). Na međi umetnosti i inženjerstva : studije o posleratnoj arhitekturi u Beogradu i Srbiji [45. Salon arhitekture]. in Салон дијалога : [каталог изложбе] / 45. салон архитектуре, [28. март – 29. април 2023.]  = Salon of dialogues : [exhibition catalog] / 45th Salon of Architecture, [28 March – 29 April 2023]
Београд : Музеј примењене уметности  = Belgrade : Museum of Applied Art., 123-123.
https://hdl.handle.net/21.15107/rcub_raf_1617
Skansi L, Jerkovic-Babovic B, Dzombic Sokolovic N, Petrović M, Pavicevic D, Graovac A, Jovanovic P, Stojanovic H, Lovrinčević I, Brankov B, Zoric A, Djordjevic A, Subotić A, Basta J. Na međi umetnosti i inženjerstva : studije o posleratnoj arhitekturi u Beogradu i Srbiji [45. Salon arhitekture]. in Салон дијалога : [каталог изложбе] / 45. салон архитектуре, [28. март – 29. април 2023.]  = Salon of dialogues : [exhibition catalog] / 45th Salon of Architecture, [28 March – 29 April 2023]. 2023;:123-123.
https://hdl.handle.net/21.15107/rcub_raf_1617 .
Skansi, Luka, Jerkovic-Babovic, Bojana, Dzombic Sokolovic, Neda, Petrović, Milica, Pavicevic, Darko, Graovac, Ana, Jovanovic, Predrag, Stojanovic, Hristina, Lovrinčević, Ivana, Brankov, Borjan, Zoric, Ana, Djordjevic, Aleksandra, Subotić, Aleksandra, Basta, Jelena, "Na međi umetnosti i inženjerstva : studije o posleratnoj arhitekturi u Beogradu i Srbiji [45. Salon arhitekture]" in Салон дијалога : [каталог изложбе] / 45. салон архитектуре, [28. март – 29. април 2023.]  = Salon of dialogues : [exhibition catalog] / 45th Salon of Architecture, [28 March – 29 April 2023] (2023):123-123,
https://hdl.handle.net/21.15107/rcub_raf_1617 .

Influence of air entrainers on the properties of hydrated lime mortars

Kontić, Ana; Vasconcelos, Graça; Briceño Melendez, Carolina; Azenha, Miguel; Sokolović, Neda

(Elsevier Ltd., 2023)

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 . .
5

Flexural Properties in Edgewise Bending of LVL Reinforced with Woven Carbon Fibers

Sokolović, Neda M.; Gavrilović-Grmuša, Ivana; Zdravković, Vladislav; Ivanović-Šekularac, Jelena A.; Pavićević, Darko; Šekularac, Nenad

(Basel : MDPI, 2023)

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 . .
5

Panel shear properties of carbon fiber reinforced LVL board

Sokolović, Neda M.; Gavrilović-Grmuša, Ivana; Šekularac, Nenad

(Belgrade : The Academy of Applied Technical Studies "Belgrade", 2023)

TY  - CONF
AU  - Sokolović, Neda M.
AU  - Gavrilović-Grmuša, Ivana
AU  - Šekularac, Nenad
PY  - 2023
UR  - https://raf.arh.bg.ac.rs/handle/123456789/2290
AB  - Problem of rational use and lack of quality wood raw material for producing veneer boards, can be solved using poor quality wood raw materials for design composite veneer board. Poplar LVL panels do not have structural use because of its mechanical properties. Fiber reinforced composites can improve mechanical properties of wood-based panels, and thus enable the structural use of poplar panels. Synthetic fibers can reinforce panels, minimize the negative properties of wood raw material and improved dimensional stability of the board. This paper presents the results of experimental testing of the panel shear tests 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 panel shear test of LVL, in order to test the potential of using this composite material as a structural element. The orientation of fibers has a strong influence on the reinforcement. The main research task is investigation the effects of orientation of the carbon fibers and their position in the panel construction on the shear properties of the panel. This research present possibility of applying poplar veneer to design structural elements in LVL using epoxy adhesive.
PB  - Belgrade : The Academy of Applied Technical Studies "Belgrade"
C3  - Conference Proceedings [Електронски извор] / International Scientific and Professional Conference Politehnika 2023, Belgrade, 15th December
T1  - Panel shear properties of carbon fiber reinforced LVL board
SP  - 1149
EP  - 1154
UR  - https://hdl.handle.net/21.15107/rcub_raf_2290
ER  - 
@conference{
author = "Sokolović, Neda M. and Gavrilović-Grmuša, Ivana and Šekularac, Nenad",
year = "2023",
abstract = "Problem of rational use and lack of quality wood raw material for producing veneer boards, can be solved using poor quality wood raw materials for design composite veneer board. Poplar LVL panels do not have structural use because of its mechanical properties. Fiber reinforced composites can improve mechanical properties of wood-based panels, and thus enable the structural use of poplar panels. Synthetic fibers can reinforce panels, minimize the negative properties of wood raw material and improved dimensional stability of the board. This paper presents the results of experimental testing of the panel shear tests 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 panel shear test of LVL, in order to test the potential of using this composite material as a structural element. The orientation of fibers has a strong influence on the reinforcement. The main research task is investigation the effects of orientation of the carbon fibers and their position in the panel construction on the shear properties of the panel. This research present possibility of applying poplar veneer to design structural elements in LVL using epoxy adhesive.",
publisher = "Belgrade : The Academy of Applied Technical Studies "Belgrade"",
journal = "Conference Proceedings [Електронски извор] / International Scientific and Professional Conference Politehnika 2023, Belgrade, 15th December",
title = "Panel shear properties of carbon fiber reinforced LVL board",
pages = "1149-1154",
url = "https://hdl.handle.net/21.15107/rcub_raf_2290"
}
Sokolović, N. M., Gavrilović-Grmuša, I.,& Šekularac, N.. (2023). Panel shear properties of carbon fiber reinforced LVL board. in Conference Proceedings [Електронски извор] / International Scientific and Professional Conference Politehnika 2023, Belgrade, 15th December
Belgrade : The Academy of Applied Technical Studies "Belgrade"., 1149-1154.
https://hdl.handle.net/21.15107/rcub_raf_2290
Sokolović NM, Gavrilović-Grmuša I, Šekularac N. Panel shear properties of carbon fiber reinforced LVL board. in Conference Proceedings [Електронски извор] / International Scientific and Professional Conference Politehnika 2023, Belgrade, 15th December. 2023;:1149-1154.
https://hdl.handle.net/21.15107/rcub_raf_2290 .
Sokolović, Neda M., Gavrilović-Grmuša, Ivana, Šekularac, Nenad, "Panel shear properties of carbon fiber reinforced LVL board" in Conference Proceedings [Електронски извор] / International Scientific and Professional Conference Politehnika 2023, Belgrade, 15th December (2023):1149-1154,
https://hdl.handle.net/21.15107/rcub_raf_2290 .

Испитивање конструктивних карактеристика и могућности примене композитних плоча од дрвета у архитектури егзоскелета

Соколовић, Неда М.

(Универзитет у Београду, Архитектонски факултет, 2022)

TY  - THES
AU  - Соколовић, Неда М.
PY  - 2022
UR  - https://raf.arh.bg.ac.rs/handle/123456789/2063
UR  - https://nardus.mpn.gov.rs/handle/123456789/22516
AB  - Технолошки напредак одувек је био подстицај иновативног дизајна у архитектури. Развој нових материјала и технологија један је од највећих покретача архитектонске мисли, а развој процеса пројектовања комплексних архитектонских структура и развитак нових архитектонских форми условљен је напретком у овој области. Задатак тезе је да се провере и унапреде могућности формирања конструктивних материјала насталих комбиновањем традиционалних и савремених материјала који имају примену у градитељству. Добијени резултати представљаће основ за даље истраживање у области пројектовања структура архитектонских објеката.
Основни грађевински материјали су материјали добијени из природе – камен, дрво и земља. Напретком технологије у ХХ веку доминантни материјали у градњи постају челик и армирани бетон. Технолошки напредак у XX-ом и почетком XXI-ог века у архитектуру употребу уводи полимерне материјале, чија све већа тенденција постаје примена у формирању конструктивних елемената.
Дрво, као природни материјал, задржао се кроз историју као један од најчешће употребљаваног материјала у грађевинарству, првенствено због лаке доступности, али и због својих одличних физичких и механичких карактеристика. Дугогодишња и континуирана примена, као и развој других производа који се добијају од дрвета као основне сировине, подстакнути су технолошким развојем и новим тржишним захтевима. Данас се из дрвета, као основног материјала, добија велики број производа на бази дрвета, чије су основне предности рационалнија примена дрвне сировине и унапређене физичке и механичке особине у односу на монолитно дрво. Посебно су значајни производи на бази дрвета добијени од слојева фурнира, фурнирске плоче (plywood) и ламелирана фурнирска грађа (laminated veneer lumber - LVL). Ови производи се додатно издвајају од други плочастих материјала на бази дрвета због својих механичких и естетских особина.
Фурнирске плоче и LVL грађа су производи на бази дрвета добијени међусобним лепљењем слојева фурнира. Предност ових производа огледа се у побољшању одређених конструктивних карактеристика у односу на плоче од пуног дрвета, а првенствено у смањењу ограничења материјала условљених његовом анизотропношћу. Предност ових плоча огледа се у умањењу основних недостатака које се уочавају у монолитној грађи: грешке дрвета су распоређене кроз плочу или елиминисанe у производњи, смањена је варијабилност у карактеристикама и уједначеније су механичке карактеристике производа у подужном и попречном правцу. Примена плоча на бази фурнира у архитектури може бити: конструктивна (примарна) и неконструктивна (секундарна). Конструктивна примена за израду гредних елемената или елемента испуне I-гредних носача, хоризонталних и вертикалних дијафрагми за укрућење, док је неконструктивна у виду подне, зидне и кровне, облоге. Плочасти материјали на бази дрвета најчешће су секундарни елементи конструкције, који служе за прихватање и пренос оптерећења на носеће конструктивне елементе, или за повећање стабилности дрвених структура.
Мала сопствена тежина и добре механичке карактеристике подстакле су истраживање примене плочастих производа на бази дрвета као носећег елемента конструкције у структури љуски и набора. Формирање оваквих структура од плоча на бази дрвета доприноси уштеди материјала и рационалном конструктивном решењу. У циљу истраживања у свету је формирано свега неколико просторних структура код којих фурнирске и/или LVL плочe представљају једини конструктивни елемент који чине једновремено конструкцију и омотач објекта. Због димензионалних ограничења плоча, објекти реализовани
као просторне структуре, у конструктивном систему љуске или набора, формирани су од међусобно повезаних мањих равних сегмената плоча од фурнира. Ови објекти обликовани су тако да конструктивни елементи нису оптерећени искључиво аксијалним силама, већ се као доминантна оптерећења јављају моменти савијања, што је могуће управо избором дрвета као конструктивног материјала. Сви реализовани објекти су у домену истраживања и на њима се могу приметити ограничења у распонима и носивости читавих структура, што је последица веза између плоча, као и конструктивних карактеристика плоча на бази дрвета.
Истраживање у овој области инспирисано је развојем нових материјала и технологија и њиховом применом на неконвенционалне начине као носећи конструктивни елемент архитектонских објеката. Опсервацијом начина примене плоча на бази фурнира у архитектури, али и њиховом применом у другим областима, наилази се на одсуство њихове примене као примарног конструктивног елемента. Разлог томе су њихове перформансе, које су иако добре за ширу примену као секундарни елементи конструкције који немају носећу улогу, недовољно су добре за употребу као примарни елементи конструкције. Управо то је иницирало идеју за побољшањем механичких својстава плоча на бази фурнира интеграцијом са материјалима на бази полимера и формирањем новог композитног производа побољшаних механичких карактеристика, првенствено модула еластичности, као и чврстоће на савијање и чврстоће на смицање, чиме би се створио нови производ са могућношћу његове апликације за остварење различитих архитектонских форми. Развој овог материјала допринео би унапређењу архитектонских и грађевинских решења, прошириле би се могућности избора материјала и подстакао процес пројектовања архитектонских просторних форми.
Досадашња истраживања примене полимерних материјала за ојачање конструктивних елемената спроведена су првенствено за армирано-бетонске и зидане конструкције, у нешто мањој мери за дрвене конструкције, а врло ограничене информације доступне су за испитивања у области композитних плоча на бази дрвета, фурнирских плоча и LVL-а. Претходна истраживања у овом пољу подразумевају неколико експерименталних истраживања, публикованих и приказаних у литератури, којима се тежило проналажењу оптималног начина формирања композитне плоче на бази фурнира, а као резултат добијен је производ са побољшаним одређеним механичким карактеристикама. Поред успешних експерименталних истраживања производ није примењен у даљим истраживањима у архитектури, нити су испитивани начини његове имплементације као носећег конструктивног елемента. Ово истраживање би допунило ту неистражену област и на тај начин допринело проширењу могућности формирања архитектонских објеката где би носећи конструктивни елемент био танкослојни омотач формиран од композитних плоча на бази дрвета.
Циљ истраживања је да се испитају и анализирају механичке особине композитног плочастог материјала формираног ламелирањем фурнира са полимерима армираним карбонским или стакленим влакнима, његове предности и ограничења, а првенствено да се укаже на могућности његове примене у архитектури као носеће опне - егзоскелета.
У оквиру ове тезе, користећи експериментални метод истраживања вршиће се провера могућности побољшања одређених механичких својстава која су неопходна за конструктивну примену, дефинисана на основу претходно извршене анализе могућности неконвенционалне примене плоча на бази фурнира у архитектури. Механичке карактеристике материјала добијенe експерименталним путем даље ће се тестирати нумерички, кроз симулационе моделе и примере примене као елемената конструкције архитектонских објеката, како би се доказале могућности и оправданост примене тестираног материјала. Истовремено ће се кроз поменуте симулационе моделе испитати њихова носивост и просторна стабилност када су формирани од неојачаних плоча на бази фурнира (фурнирских плоча и LVL-а) како би се извршила међусобна анализа и поређење резултата, а у циљу препознавања потенцијала примене ојачаног композитног материјала. Добијени резултати унапређења представљаће главни допринос рада. Овим истраживањем истаћи ће се механичке особине композитних плоча на бази дрвета и препознаће се потенцијали њихове примене у архитектури. Истраживање ће представљати темељ за будућа истраживања у области примене композитних плоча на бази фурнира унапређених конструктивних карактеристика за формирање просторних структура.
AB  - Technological development has always encouraged innovation processes in architecture.
Development of new materials and technologies applied is one of decisive initiators of architectural
thought. Moreover, expansion of complex architectural structures and forms is conditioned by
development in the field of new materials and technologies. Therefore, the main objective of this
doctoral thesis is investigation and promotion of new structural composites that combine both
traditional and contemporary materials, followed by their application in the area of building
constructions. Results obtained will define the basis for further investigation in the field of
architectural structures’ design.
Long-lasting architecture in human history was based on the use of naturally occurring
materials- stone, wood and earth. Technological development of 20th century resulted in the
predominant use of steel and reinforced concrete in building industry. Furthermore, with the
beginning of the new 21st century, materials based on polymers were developed, rapidly finding their
implementation in the area of structural materials.
Wood, as naturally occurring material, had a continuity of use through history as one of the
most used building materials, as a result of its availability, as well as superior physical and mechanical
characteristics. Long lasting and continuous use of wood and wood-based products was influenced
by both technological development and market demands. Nowadays, there is variety of wood-based
products, whose main advantages lie in rational use of raw materials and improved physical and
mechanical characteristics when compared to solid timber. Veneer-based products, namely plywood
and laminated veneer lumber (LVL) are particularly significant in the area of timber constructions,
due to their superb mechanical and aesthetical characteristics when compared to the other wood-based
panels...
PB  - Универзитет у Београду, Архитектонски факултет
T2  - Универзитет у Београду
T1  - Испитивање конструктивних карактеристика и могућности примене композитних плоча од дрвета у архитектури егзоскелета
T1  - Investigation of structural characteristics and possibilities of using wood-based composite panels in exoskeleton architecture
UR  - https://hdl.handle.net/21.15107/rcub_raf_2063
ER  - 
@phdthesis{
author = "Соколовић, Неда М.",
year = "2022",
abstract = "Технолошки напредак одувек је био подстицај иновативног дизајна у архитектури. Развој нових материјала и технологија један је од највећих покретача архитектонске мисли, а развој процеса пројектовања комплексних архитектонских структура и развитак нових архитектонских форми условљен је напретком у овој области. Задатак тезе је да се провере и унапреде могућности формирања конструктивних материјала насталих комбиновањем традиционалних и савремених материјала који имају примену у градитељству. Добијени резултати представљаће основ за даље истраживање у области пројектовања структура архитектонских објеката.
Основни грађевински материјали су материјали добијени из природе – камен, дрво и земља. Напретком технологије у ХХ веку доминантни материјали у градњи постају челик и армирани бетон. Технолошки напредак у XX-ом и почетком XXI-ог века у архитектуру употребу уводи полимерне материјале, чија све већа тенденција постаје примена у формирању конструктивних елемената.
Дрво, као природни материјал, задржао се кроз историју као један од најчешће употребљаваног материјала у грађевинарству, првенствено због лаке доступности, али и због својих одличних физичких и механичких карактеристика. Дугогодишња и континуирана примена, као и развој других производа који се добијају од дрвета као основне сировине, подстакнути су технолошким развојем и новим тржишним захтевима. Данас се из дрвета, као основног материјала, добија велики број производа на бази дрвета, чије су основне предности рационалнија примена дрвне сировине и унапређене физичке и механичке особине у односу на монолитно дрво. Посебно су значајни производи на бази дрвета добијени од слојева фурнира, фурнирске плоче (plywood) и ламелирана фурнирска грађа (laminated veneer lumber - LVL). Ови производи се додатно издвајају од други плочастих материјала на бази дрвета због својих механичких и естетских особина.
Фурнирске плоче и LVL грађа су производи на бази дрвета добијени међусобним лепљењем слојева фурнира. Предност ових производа огледа се у побољшању одређених конструктивних карактеристика у односу на плоче од пуног дрвета, а првенствено у смањењу ограничења материјала условљених његовом анизотропношћу. Предност ових плоча огледа се у умањењу основних недостатака које се уочавају у монолитној грађи: грешке дрвета су распоређене кроз плочу или елиминисанe у производњи, смањена је варијабилност у карактеристикама и уједначеније су механичке карактеристике производа у подужном и попречном правцу. Примена плоча на бази фурнира у архитектури може бити: конструктивна (примарна) и неконструктивна (секундарна). Конструктивна примена за израду гредних елемената или елемента испуне I-гредних носача, хоризонталних и вертикалних дијафрагми за укрућење, док је неконструктивна у виду подне, зидне и кровне, облоге. Плочасти материјали на бази дрвета најчешће су секундарни елементи конструкције, који служе за прихватање и пренос оптерећења на носеће конструктивне елементе, или за повећање стабилности дрвених структура.
Мала сопствена тежина и добре механичке карактеристике подстакле су истраживање примене плочастих производа на бази дрвета као носећег елемента конструкције у структури љуски и набора. Формирање оваквих структура од плоча на бази дрвета доприноси уштеди материјала и рационалном конструктивном решењу. У циљу истраживања у свету је формирано свега неколико просторних структура код којих фурнирске и/или LVL плочe представљају једини конструктивни елемент који чине једновремено конструкцију и омотач објекта. Због димензионалних ограничења плоча, објекти реализовани
као просторне структуре, у конструктивном систему љуске или набора, формирани су од међусобно повезаних мањих равних сегмената плоча од фурнира. Ови објекти обликовани су тако да конструктивни елементи нису оптерећени искључиво аксијалним силама, већ се као доминантна оптерећења јављају моменти савијања, што је могуће управо избором дрвета као конструктивног материјала. Сви реализовани објекти су у домену истраживања и на њима се могу приметити ограничења у распонима и носивости читавих структура, што је последица веза између плоча, као и конструктивних карактеристика плоча на бази дрвета.
Истраживање у овој области инспирисано је развојем нових материјала и технологија и њиховом применом на неконвенционалне начине као носећи конструктивни елемент архитектонских објеката. Опсервацијом начина примене плоча на бази фурнира у архитектури, али и њиховом применом у другим областима, наилази се на одсуство њихове примене као примарног конструктивног елемента. Разлог томе су њихове перформансе, које су иако добре за ширу примену као секундарни елементи конструкције који немају носећу улогу, недовољно су добре за употребу као примарни елементи конструкције. Управо то је иницирало идеју за побољшањем механичких својстава плоча на бази фурнира интеграцијом са материјалима на бази полимера и формирањем новог композитног производа побољшаних механичких карактеристика, првенствено модула еластичности, као и чврстоће на савијање и чврстоће на смицање, чиме би се створио нови производ са могућношћу његове апликације за остварење различитих архитектонских форми. Развој овог материјала допринео би унапређењу архитектонских и грађевинских решења, прошириле би се могућности избора материјала и подстакао процес пројектовања архитектонских просторних форми.
Досадашња истраживања примене полимерних материјала за ојачање конструктивних елемената спроведена су првенствено за армирано-бетонске и зидане конструкције, у нешто мањој мери за дрвене конструкције, а врло ограничене информације доступне су за испитивања у области композитних плоча на бази дрвета, фурнирских плоча и LVL-а. Претходна истраживања у овом пољу подразумевају неколико експерименталних истраживања, публикованих и приказаних у литератури, којима се тежило проналажењу оптималног начина формирања композитне плоче на бази фурнира, а као резултат добијен је производ са побољшаним одређеним механичким карактеристикама. Поред успешних експерименталних истраживања производ није примењен у даљим истраживањима у архитектури, нити су испитивани начини његове имплементације као носећег конструктивног елемента. Ово истраживање би допунило ту неистражену област и на тај начин допринело проширењу могућности формирања архитектонских објеката где би носећи конструктивни елемент био танкослојни омотач формиран од композитних плоча на бази дрвета.
Циљ истраживања је да се испитају и анализирају механичке особине композитног плочастог материјала формираног ламелирањем фурнира са полимерима армираним карбонским или стакленим влакнима, његове предности и ограничења, а првенствено да се укаже на могућности његове примене у архитектури као носеће опне - егзоскелета.
У оквиру ове тезе, користећи експериментални метод истраживања вршиће се провера могућности побољшања одређених механичких својстава која су неопходна за конструктивну примену, дефинисана на основу претходно извршене анализе могућности неконвенционалне примене плоча на бази фурнира у архитектури. Механичке карактеристике материјала добијенe експерименталним путем даље ће се тестирати нумерички, кроз симулационе моделе и примере примене као елемената конструкције архитектонских објеката, како би се доказале могућности и оправданост примене тестираног материјала. Истовремено ће се кроз поменуте симулационе моделе испитати њихова носивост и просторна стабилност када су формирани од неојачаних плоча на бази фурнира (фурнирских плоча и LVL-а) како би се извршила међусобна анализа и поређење резултата, а у циљу препознавања потенцијала примене ојачаног композитног материјала. Добијени резултати унапређења представљаће главни допринос рада. Овим истраживањем истаћи ће се механичке особине композитних плоча на бази дрвета и препознаће се потенцијали њихове примене у архитектури. Истраживање ће представљати темељ за будућа истраживања у области примене композитних плоча на бази фурнира унапређених конструктивних карактеристика за формирање просторних структура., Technological development has always encouraged innovation processes in architecture.
Development of new materials and technologies applied is one of decisive initiators of architectural
thought. Moreover, expansion of complex architectural structures and forms is conditioned by
development in the field of new materials and technologies. Therefore, the main objective of this
doctoral thesis is investigation and promotion of new structural composites that combine both
traditional and contemporary materials, followed by their application in the area of building
constructions. Results obtained will define the basis for further investigation in the field of
architectural structures’ design.
Long-lasting architecture in human history was based on the use of naturally occurring
materials- stone, wood and earth. Technological development of 20th century resulted in the
predominant use of steel and reinforced concrete in building industry. Furthermore, with the
beginning of the new 21st century, materials based on polymers were developed, rapidly finding their
implementation in the area of structural materials.
Wood, as naturally occurring material, had a continuity of use through history as one of the
most used building materials, as a result of its availability, as well as superior physical and mechanical
characteristics. Long lasting and continuous use of wood and wood-based products was influenced
by both technological development and market demands. Nowadays, there is variety of wood-based
products, whose main advantages lie in rational use of raw materials and improved physical and
mechanical characteristics when compared to solid timber. Veneer-based products, namely plywood
and laminated veneer lumber (LVL) are particularly significant in the area of timber constructions,
due to their superb mechanical and aesthetical characteristics when compared to the other wood-based
panels...",
publisher = "Универзитет у Београду, Архитектонски факултет",
journal = "Универзитет у Београду",
title = "Испитивање конструктивних карактеристика и могућности примене композитних плоча од дрвета у архитектури егзоскелета, Investigation of structural characteristics and possibilities of using wood-based composite panels in exoskeleton architecture",
url = "https://hdl.handle.net/21.15107/rcub_raf_2063"
}
Соколовић, Н. М.. (2022). Испитивање конструктивних карактеристика и могућности примене композитних плоча од дрвета у архитектури егзоскелета. in Универзитет у Београду
Универзитет у Београду, Архитектонски факултет..
https://hdl.handle.net/21.15107/rcub_raf_2063
Соколовић НМ. Испитивање конструктивних карактеристика и могућности примене композитних плоча од дрвета у архитектури егзоскелета. in Универзитет у Београду. 2022;.
https://hdl.handle.net/21.15107/rcub_raf_2063 .
Соколовић, Неда М., "Испитивање конструктивних карактеристика и могућности примене композитних плоча од дрвета у архитектури егзоскелета" in Универзитет у Београду (2022),
https://hdl.handle.net/21.15107/rcub_raf_2063 .

Izazovi COVID-19: Arhitektura pandemije [43. Salon arhitekture - Tačka oslonca]

Todorović, Dejan; Kostić, Miloš; Milovanović, Aleksandra; Đorđević, Aleksandra; Pešić, Mladen; Zorić, Ana; Bugarski, Jovana; Sokolović, Neda; Josifovski, Andrej

(Belgrade: Museum of Applied Art, 2021)


                                            

                                            
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 .

Design of Protective Structures for Active Archeological Sites

Petrović, Milica; Ilić, Isidora D.; Džombić, Neda M.; Šekularac, Nenad D.

(SAHC, 2021)

TY  - CONF
AU  - Petrović, Milica
AU  - Ilić, Isidora D.
AU  - Džombić, Neda M.
AU  - Šekularac, Nenad D.
PY  - 2021
UR  - https://raf.arh.bg.ac.rs/handle/123456789/1726
AB  - This paper presents a structural design methodology in order to find the best possible solution of protective structures for active archeological sites. Besides the typical demands for construction on these sites which arise from the typology and the level of protection of cultural heritage, active archeological sites require a structural solution with regard to time and direction of further excavation. The hypothesis is that modular spatial structures which are easily assembled or disassembled, and have the ability to be extended in one or more directions, are the most functional solution for these sites. This paper shows the analysis of several types of spatial structures based on the requirements of active archeological sites. It explores the possibilities of structural systems derived from multiplication of one primary element of structure, their material and joints between elements. The most adequate assembly of the entire structure is supposed to be found in the interdependency of the load and the dimension of the element’s cross- section, in a suitable geometric configuration. The focus of the analysis is on structures made of short-bearing elements which have the advantage of the efficiency of transport and assembling. One of the design criteria for this methodology is that the structural system itself looks simple and elegant in order to complement the archeological site. This is shown in the paper through the analysis of patterns in which these structures are assembled. The aim is to correlate the position of the elements in the structural system, the dimensions of cross-section, and the lengths of the straight beams which form the spatial structure in order to find a simple, functional and economical solution for protective structures at active archeological sites. The conclusion shows the advantages and disadvantages of the design methodology presented in the paper, as well as the discussion about the analyzed spatial structures. This type of methodology that systematizes various design criteria from different fields of research engages the problem of design of protective structures for archeological sites and opens up new questions for further research.
PB  - SAHC
C3  - 12th International Conference on Structural Analysis of Historical Constructions (SAHC)
T1  - Design of Protective Structures for Active Archeological Sites
DO  - 10.23967/sahc.2021.074
ER  - 
@conference{
author = "Petrović, Milica and Ilić, Isidora D. and Džombić, Neda M. and Šekularac, Nenad D.",
year = "2021",
abstract = "This paper presents a structural design methodology in order to find the best possible solution of protective structures for active archeological sites. Besides the typical demands for construction on these sites which arise from the typology and the level of protection of cultural heritage, active archeological sites require a structural solution with regard to time and direction of further excavation. The hypothesis is that modular spatial structures which are easily assembled or disassembled, and have the ability to be extended in one or more directions, are the most functional solution for these sites. This paper shows the analysis of several types of spatial structures based on the requirements of active archeological sites. It explores the possibilities of structural systems derived from multiplication of one primary element of structure, their material and joints between elements. The most adequate assembly of the entire structure is supposed to be found in the interdependency of the load and the dimension of the element’s cross- section, in a suitable geometric configuration. The focus of the analysis is on structures made of short-bearing elements which have the advantage of the efficiency of transport and assembling. One of the design criteria for this methodology is that the structural system itself looks simple and elegant in order to complement the archeological site. This is shown in the paper through the analysis of patterns in which these structures are assembled. The aim is to correlate the position of the elements in the structural system, the dimensions of cross-section, and the lengths of the straight beams which form the spatial structure in order to find a simple, functional and economical solution for protective structures at active archeological sites. The conclusion shows the advantages and disadvantages of the design methodology presented in the paper, as well as the discussion about the analyzed spatial structures. This type of methodology that systematizes various design criteria from different fields of research engages the problem of design of protective structures for archeological sites and opens up new questions for further research.",
publisher = "SAHC",
journal = "12th International Conference on Structural Analysis of Historical Constructions (SAHC)",
title = "Design of Protective Structures for Active Archeological Sites",
doi = "10.23967/sahc.2021.074"
}
Petrović, M., Ilić, I. D., Džombić, N. M.,& Šekularac, N. D.. (2021). Design of Protective Structures for Active Archeological Sites. in 12th International Conference on Structural Analysis of Historical Constructions (SAHC)
SAHC..
https://doi.org/10.23967/sahc.2021.074
Petrović M, Ilić ID, Džombić NM, Šekularac ND. Design of Protective Structures for Active Archeological Sites. in 12th International Conference on Structural Analysis of Historical Constructions (SAHC). 2021;.
doi:10.23967/sahc.2021.074 .
Petrović, Milica, Ilić, Isidora D., Džombić, Neda M., Šekularac, Nenad D., "Design of Protective Structures for Active Archeological Sites" in 12th International Conference on Structural Analysis of Historical Constructions (SAHC) (2021),
https://doi.org/10.23967/sahc.2021.074 . .

Inspection and Assessment of Masonry Arch Bridges: Ivanjica Case Study

Sokolović, Neda M.; Petrović, Milica; Kontić, Ana; Koprivica, Suzana; Šekularac, Nenad

(MDPI, 2021)

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 . .
8

Oblikovanje i konstrukcija Univerzalne hale Beogradskog sajma - Hala 1

Sokolović, Neda

(Beograd : Univerzitet u Beogradu - Arhitektonski fakultet, 2021)

TY  - CHAP
AU  - Sokolović, Neda
PY  - 2021
UR  - https://raf.arh.bg.ac.rs/handle/123456789/2292
AB  - Radom se razmatra studija slučaja Hale 1 Beogradskog sajma, formirane kao konstrukcija
velikog raspona, kao i mogućnost upotrebe prednapregnutog betona u konstrukcijama velikih
raspona, i kreiranja kupolastih krovnih konstrukcija primenom lučnih nosača. Polazeći od činjenice
da su Žeželjevi metodi konstruisanja primenom prednapregnutog betona doprineli daljem razvoju
građevinarstva, ukazuje se na njihove metode primene, kao i procese izvođenja radova prilikom
izgradnje Beogradskog sajma. Težište rada postavlja se na studiji slučaja Hale 1 pomenutog
kompleksa, pre svega u istraživanju njenih konstruktivnih performansi, a potom i njihovom uticaju
na oblikovne i estetske karakteristika hale. Kupolasta krovna konstrukcija hale raspona 106m
formirana pomoću radijalno postavljenih lučnih nosača koji su u fazi montaže radili kao lukovi sa
zategom, a potom u sistemu prostog nosača. U radu je dat prikaz i tehnologije montaže i izvođenja
radova na analiziranom objektu. Rad je u funkciji potvrđivanja teze da su izložbene hale Sajamskog
kompleksa u Beogradu doprinele razvoju i unapređenju konstrukterstva u Jugoslaviji, te da je
Žeželj svojim sistemom za ukotvljavanje i njegovom primenom na Hali 1 unapredio postojeće
načine realizacije ovog tipa konstrukcija.
PB  - Beograd : Univerzitet u Beogradu - Arhitektonski fakultet
T2  - Na međi umetnosti i inženjerstva : studije o posleratnoj arhitekturi u Beogradu i Srbiji
T1  - Oblikovanje i konstrukcija Univerzalne hale Beogradskog sajma - Hala 1
SP  - 72
EP  - 95
UR  - https://hdl.handle.net/21.15107/rcub_raf_2292
ER  - 
@inbook{
author = "Sokolović, Neda",
year = "2021",
abstract = "Radom se razmatra studija slučaja Hale 1 Beogradskog sajma, formirane kao konstrukcija
velikog raspona, kao i mogućnost upotrebe prednapregnutog betona u konstrukcijama velikih
raspona, i kreiranja kupolastih krovnih konstrukcija primenom lučnih nosača. Polazeći od činjenice
da su Žeželjevi metodi konstruisanja primenom prednapregnutog betona doprineli daljem razvoju
građevinarstva, ukazuje se na njihove metode primene, kao i procese izvođenja radova prilikom
izgradnje Beogradskog sajma. Težište rada postavlja se na studiji slučaja Hale 1 pomenutog
kompleksa, pre svega u istraživanju njenih konstruktivnih performansi, a potom i njihovom uticaju
na oblikovne i estetske karakteristika hale. Kupolasta krovna konstrukcija hale raspona 106m
formirana pomoću radijalno postavljenih lučnih nosača koji su u fazi montaže radili kao lukovi sa
zategom, a potom u sistemu prostog nosača. U radu je dat prikaz i tehnologije montaže i izvođenja
radova na analiziranom objektu. Rad je u funkciji potvrđivanja teze da su izložbene hale Sajamskog
kompleksa u Beogradu doprinele razvoju i unapređenju konstrukterstva u Jugoslaviji, te da je
Žeželj svojim sistemom za ukotvljavanje i njegovom primenom na Hali 1 unapredio postojeće
načine realizacije ovog tipa konstrukcija.",
publisher = "Beograd : Univerzitet u Beogradu - Arhitektonski fakultet",
journal = "Na međi umetnosti i inženjerstva : studije o posleratnoj arhitekturi u Beogradu i Srbiji",
booktitle = "Oblikovanje i konstrukcija Univerzalne hale Beogradskog sajma - Hala 1",
pages = "72-95",
url = "https://hdl.handle.net/21.15107/rcub_raf_2292"
}
Sokolović, N.. (2021). Oblikovanje i konstrukcija Univerzalne hale Beogradskog sajma - Hala 1. in Na međi umetnosti i inženjerstva : studije o posleratnoj arhitekturi u Beogradu i Srbiji
Beograd : Univerzitet u Beogradu - Arhitektonski fakultet., 72-95.
https://hdl.handle.net/21.15107/rcub_raf_2292
Sokolović N. Oblikovanje i konstrukcija Univerzalne hale Beogradskog sajma - Hala 1. in Na međi umetnosti i inženjerstva : studije o posleratnoj arhitekturi u Beogradu i Srbiji. 2021;:72-95.
https://hdl.handle.net/21.15107/rcub_raf_2292 .
Sokolović, Neda, "Oblikovanje i konstrukcija Univerzalne hale Beogradskog sajma - Hala 1" in Na međi umetnosti i inženjerstva : studije o posleratnoj arhitekturi u Beogradu i Srbiji (2021):72-95,
https://hdl.handle.net/21.15107/rcub_raf_2292 .

Transferring COVID-19 Challenges into Learning Potentials: Online Workshops in Architectural Education

Milovanović, Aleksandra; Kostić, Miloš; Zorić, Ana; Đorđević, Aleksandra; Pešić, Mladen; Bugarski, Jovana; Todorović, Dejan; Sokolović, Neda; Josifovski, Andrej

(MDPI AG, 2020)

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 . .
52
41

Architettura dell’emergenza riveduta: Sfide nella ricerca, nella pratica e nell’educazione

Milovanović, Aleksandra; Pešić, Mladen; Kostić, Miloš; Đorđević, Aleksandra; Bugarski, Jovana; Zorić, Ana; Todorović, Dejan; Josifovski, Andrej; Sokolović, Neda

(Roma: DiAP Dipartimento di Architettura e Progetto - Sapienza Università di Roma, 2020)

TY  - JOUR
AU  - Milovanović, Aleksandra
AU  - Pešić, Mladen
AU  - Kostić, Miloš
AU  - Đorđević, Aleksandra
AU  - Bugarski, Jovana
AU  - Zorić, Ana
AU  - Todorović, Dejan
AU  - Josifovski, Andrej
AU  - Sokolović, Neda
PY  - 2020
UR  - https://raf.arh.bg.ac.rs/handle/123456789/1644
AB  - We are experiencing a world that is undergoing extreme and unpredictable changes. The present-day global pandemic repeatedly shows that humankind is vulnerable to health crises and disasters not only during the emergency but also long after the principal danger has declined. With over seven million confirmed cases at the moment, COVID–19 pandemic imposed measures of social distancing, restricted movements, regulated use of public space, and suspended daily activities. These measures saved human lives but simultaneously confronted us with new spatial, social and psychological challenges. Resulting in ad hoc solutions directed towards providing immediate results and improving readiness for the current scenario, these solutions accumulated multiple adverse political, economic, social, and psychological effects. These challenges revealed low response capacity for spatial diagnostics and low level of emergency preparedness and thus indicated the need to reconsider the existing approaches of emergency design. De-escalation of COVID-19 and the end of imposed measures revealed the need for systematic planning and building the resilience of complex systems to successfully mitigate and prevent an epidemic or natural disaster and, simultaneously, ensure the quality of everyday life.
AB  - Stiamo vivendo una realtà che sta subendo cambiamenti estremi e imprevedibili. L’attuale pandemia globale mostra prepotentemente che l’umanità è vulnerabile alle crisi sanitarie e ai disastri non solo durante l’emergenza, ma anche molto tempo dopo che il pericolo principale è diminuito. Con oltre sette milioni di casi confermati al momento, la pandemia COVID-19 ha imposto misure di distanziamento sociale, spostamenti limitati, uso regolamentato dello spazio pubblico e sospensione delle normali attività quotidiane. Queste misure hanno salvato vite umane, ma allo stesso tempo ci hanno messo di fronte a nuove sfide spaziali, sociali e psicologiche. Trattandosi di soluzioni ad hoc dirette a fornire risultati immediati e a migliorare la prontezza di intervento sullo scenario attuale, queste soluzioni hanno accumulato d’altra parte molteplici effetti negativi politici, economici, sociali e psicologici. Queste sfide hanno rivelato una scarsa capacità di risposta in termini di organizzazione spaziale e un basso livello di preparazione alle calamità, indicando così la necessità di riconsiderare gli approcci esistenti nella progettazione delle emergenze. Il rallentamento del COVID-19 e la fine delle misure restrittive imposte hanno rivelato il bisogno di una pianificazione sistematica e di una resilienza necessaria ai sistemi complessi per mitigare e prevenire con successo un’epidemia o un disastro naturale e, allo stesso tempo, garantire la qualità della vita quotidiana.
PB  - Roma: DiAP Dipartimento di Architettura e Progetto - Sapienza Università di Roma
T2  - A&A è una rivista di architettura [Smart spaces ai tempi del coronavirus =Smart spaces at the time of coronavirus]
T1  - Architettura dell’emergenza riveduta: Sfide nella ricerca, nella pratica e nell’educazione
T1  - Emergency architecture revised: Challenges in research, practice and education
VL  - 47
SP  - 72
EP  - 97
UR  - https://hdl.handle.net/21.15107/rcub_raf_1644
ER  - 
@article{
author = "Milovanović, Aleksandra and Pešić, Mladen and Kostić, Miloš and Đorđević, Aleksandra and Bugarski, Jovana and Zorić, Ana and Todorović, Dejan and Josifovski, Andrej and Sokolović, Neda",
year = "2020",
abstract = "We are experiencing a world that is undergoing extreme and unpredictable changes. The present-day global pandemic repeatedly shows that humankind is vulnerable to health crises and disasters not only during the emergency but also long after the principal danger has declined. With over seven million confirmed cases at the moment, COVID–19 pandemic imposed measures of social distancing, restricted movements, regulated use of public space, and suspended daily activities. These measures saved human lives but simultaneously confronted us with new spatial, social and psychological challenges. Resulting in ad hoc solutions directed towards providing immediate results and improving readiness for the current scenario, these solutions accumulated multiple adverse political, economic, social, and psychological effects. These challenges revealed low response capacity for spatial diagnostics and low level of emergency preparedness and thus indicated the need to reconsider the existing approaches of emergency design. De-escalation of COVID-19 and the end of imposed measures revealed the need for systematic planning and building the resilience of complex systems to successfully mitigate and prevent an epidemic or natural disaster and, simultaneously, ensure the quality of everyday life., Stiamo vivendo una realtà che sta subendo cambiamenti estremi e imprevedibili. L’attuale pandemia globale mostra prepotentemente che l’umanità è vulnerabile alle crisi sanitarie e ai disastri non solo durante l’emergenza, ma anche molto tempo dopo che il pericolo principale è diminuito. Con oltre sette milioni di casi confermati al momento, la pandemia COVID-19 ha imposto misure di distanziamento sociale, spostamenti limitati, uso regolamentato dello spazio pubblico e sospensione delle normali attività quotidiane. Queste misure hanno salvato vite umane, ma allo stesso tempo ci hanno messo di fronte a nuove sfide spaziali, sociali e psicologiche. Trattandosi di soluzioni ad hoc dirette a fornire risultati immediati e a migliorare la prontezza di intervento sullo scenario attuale, queste soluzioni hanno accumulato d’altra parte molteplici effetti negativi politici, economici, sociali e psicologici. Queste sfide hanno rivelato una scarsa capacità di risposta in termini di organizzazione spaziale e un basso livello di preparazione alle calamità, indicando così la necessità di riconsiderare gli approcci esistenti nella progettazione delle emergenze. Il rallentamento del COVID-19 e la fine delle misure restrittive imposte hanno rivelato il bisogno di una pianificazione sistematica e di una resilienza necessaria ai sistemi complessi per mitigare e prevenire con successo un’epidemia o un disastro naturale e, allo stesso tempo, garantire la qualità della vita quotidiana.",
publisher = "Roma: DiAP Dipartimento di Architettura e Progetto - Sapienza Università di Roma",
journal = "A&A è una rivista di architettura [Smart spaces ai tempi del coronavirus =Smart spaces at the time of coronavirus]",
title = "Architettura dell’emergenza riveduta: Sfide nella ricerca, nella pratica e nell’educazione, Emergency architecture revised: Challenges in research, practice and education",
volume = "47",
pages = "72-97",
url = "https://hdl.handle.net/21.15107/rcub_raf_1644"
}
Milovanović, A., Pešić, M., Kostić, M., Đorđević, A., Bugarski, J., Zorić, A., Todorović, D., Josifovski, A.,& Sokolović, N.. (2020). Architettura dell’emergenza riveduta: Sfide nella ricerca, nella pratica e nell’educazione. in A&A è una rivista di architettura [Smart spaces ai tempi del coronavirus =Smart spaces at the time of coronavirus]
Roma: DiAP Dipartimento di Architettura e Progetto - Sapienza Università di Roma., 47, 72-97.
https://hdl.handle.net/21.15107/rcub_raf_1644
Milovanović A, Pešić M, Kostić M, Đorđević A, Bugarski J, Zorić A, Todorović D, Josifovski A, Sokolović N. Architettura dell’emergenza riveduta: Sfide nella ricerca, nella pratica e nell’educazione. in A&A è una rivista di architettura [Smart spaces ai tempi del coronavirus =Smart spaces at the time of coronavirus]. 2020;47:72-97.
https://hdl.handle.net/21.15107/rcub_raf_1644 .
Milovanović, Aleksandra, Pešić, Mladen, Kostić, Miloš, Đorđević, Aleksandra, Bugarski, Jovana, Zorić, Ana, Todorović, Dejan, Josifovski, Andrej, Sokolović, Neda, "Architettura dell’emergenza riveduta: Sfide nella ricerca, nella pratica e nell’educazione" in A&A è una rivista di architettura [Smart spaces ai tempi del coronavirus =Smart spaces at the time of coronavirus], 47 (2020):72-97,
https://hdl.handle.net/21.15107/rcub_raf_1644 .

Covid-19 Challenges: Architecture of Pandemics, Online Student Workshop [Special Mention at ON Architecture 2020 Exhibition] [STRAND 2020]

Đorđević, Aleksandra; Bugarski, Jovana; Pešić, Mladen; Zorić, Ana; Kostić, Miloš; Todorović, Dejan; Josifovski, Andrej; Milovanović, Aleksandra; Sokolović, Neda

(Belgrade: STRAND – Sustainable Urban Society Association, 2020)


                                            

                                            
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] [STRAND 2020]. 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] [STRAND 2020]. 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] [STRAND 2020]" in Learning architecture : exhibition book / [Eight International Multimedia Event] On Architecture, Belgrade (2020):28-28,
https://hdl.handle.net/21.15107/rcub_raf_1629 .

COVID 19 Challenges: Architecture of Pandemics, an Online Student Workshop [22nd Salon of Architecture Novi Sad]

Đorđević, Aleksandra; Bugarski, Jovana; Pešić, Mladen; Zorić, Ana; Kostić, Miloš; Todorović, Dejan; Josifovski, Andrej; Milovanović, Aleksandra; Sokolović, Neda

(Novi Sad: Association of Novi Sad Architects, 2020)


                                            

                                            
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 .

Application of veneer based panels in Exoskeleton Architecture

Sokolović, Neda; Kontić, Ana; Josifovski, Andrej

(Belgrade : University of Belgrade - Faculty of Architecture, 2020)

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 . .
1

Investigation of the Collapse of a Building in the Final Stage of Its Construction

Grbić, Miodrag; Džombić, Neda; Glišić, Milan

(Int. Assoc. for Bridge and Structural Eng. Eth-Honggerberg, 2017)

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 . .