TY  - JOUR
AU  - Milićević, Ivan
AU  - Milosavljević, Branko
AU  - Spremić, Milan
AU  - Rastislav, Mandić
AU  - Popović, Marko
PY  - 2023
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/3452
AB  - In the past few decades, demountable connectors have often been used for
connections in composite and mixed steel-concrete structures to reduce
construction time and costs. Furthermore, the application of demountable
connectors enables the reuse of structural elements in these structures, which leads
to sustainable design and a circular economy. In this paper, the demountable
connector is made out of two parts: (1) mechanical coupler and rebar anchor placed
in formwork before casting the concrete element, and (2) steel bolt used for
connecting steel to the RC element. Although this connector is increasingly being
used in contemporary building structures, its behaviour in composite connections is
still insufficiently defined. The paper presents the results of experimental tests and
numerical analysis of the connector with a mechanical coupler, focusing on the local
behaviour of the tapered threaded connection between the mechanical coupler and
rebar anchor.
PB  - Society for Materials and Structures Testing of Serbia; Faculty of Civil Engineering, University of Belgrade, Serbia; Association of Structural Engineers of Serbia
T2  - Građevinski materijali i konstrukcije
T1  - Local behaviour of the connector with mechanical coupler and rebar anchor under tension load
EP  - 114
IS  - 2
SP  - 107
VL  - 66
DO  - 10.5937/GRMK2300002M
ER  - 

@article{
author = "Milićević, Ivan and Milosavljević, Branko and Spremić, Milan and Rastislav, Mandić and Popović, Marko",
year = "2023",
abstract = "In the past few decades, demountable connectors have often been used for
connections in composite and mixed steel-concrete structures to reduce
construction time and costs. Furthermore, the application of demountable
connectors enables the reuse of structural elements in these structures, which leads
to sustainable design and a circular economy. In this paper, the demountable
connector is made out of two parts: (1) mechanical coupler and rebar anchor placed
in formwork before casting the concrete element, and (2) steel bolt used for
connecting steel to the RC element. Although this connector is increasingly being
used in contemporary building structures, its behaviour in composite connections is
still insufficiently defined. The paper presents the results of experimental tests and
numerical analysis of the connector with a mechanical coupler, focusing on the local
behaviour of the tapered threaded connection between the mechanical coupler and
rebar anchor.",
publisher = "Society for Materials and Structures Testing of Serbia; Faculty of Civil Engineering, University of Belgrade, Serbia; Association of Structural Engineers of Serbia",
journal = "Građevinski materijali i konstrukcije",
title = "Local behaviour of the connector with mechanical coupler and rebar anchor under tension load",
pages = "114-107",
number = "2",
volume = "66",
doi = "10.5937/GRMK2300002M"
}

Milićević, I., Milosavljević, B., Spremić, M., Rastislav, M.,& Popović, M.. (2023). Local behaviour of the connector with mechanical coupler and rebar anchor under tension load. in Građevinski materijali i konstrukcije
Society for Materials and Structures Testing of Serbia; Faculty of Civil Engineering, University of Belgrade, Serbia; Association of Structural Engineers of Serbia., 66(2), 107-114.
https://doi.org/10.5937/GRMK2300002M

Milićević I, Milosavljević B, Spremić M, Rastislav M, Popović M. Local behaviour of the connector with mechanical coupler and rebar anchor under tension load. in Građevinski materijali i konstrukcije. 2023;66(2):107-114.
doi:10.5937/GRMK2300002M .

Milićević, Ivan, Milosavljević, Branko, Spremić, Milan, Rastislav, Mandić, Popović, Marko, "Local behaviour of the connector with mechanical coupler and rebar anchor under tension load" in Građevinski materijali i konstrukcije, 66, no. 2 (2023):107-114,
https://doi.org/10.5937/GRMK2300002M . .

TY  - CONF
AU  - Milićević, Ivan
AU  - Vidović, Milica
AU  - Dragaš, Jelena
AU  - Milosavljević, Branko
PY  - 2023
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/3220
AB  - The construction industry is one of the most important parts of economic development of society but it
also has a very negative impact on the environment. Using the three concepts of circular economy: reuse,
reduce and recycle, it is possible to decrease its negative impact. The steel-concrete composite structures
and prefabricated structures enable, environmentally beneficial, circular life-cycle of buildings. For
structural performance during the lifecycle, it is very important to have an adequate connection between
the steel and reinforced concrete members.
Different types of connectors have been widely used in composite structures. Demountable ones are
advantageous in terms of reuse. In the last few years, the innovative demountable steel-concrete bolted
connector with mechanical coupler has been proposed. There are two types of these bolted connectors
depending on the type anchorage i.e., with the rebar anchor or with the second bolt.
This paper gives an overview of previous research of bolted connectors with mechanical coupler
capacity under static load. Influence of key parameters on the shear behaviour of the connector was
observed: concrete compressive strength, connector dimensions and concrete edge distance. The shear
and tension resistances of individual parts of the commercially available connectors were determined
using recommendations of design codes and technical documentation. In case of the connector loaded
in tension, it was concluded that the resistance is governed by the resistance of the rebar anchor. In case
of the connector loaded in shear, design recommendations were also compared with the previous
experimental tests. It was concluded that the shear resistance highly depends on the connection layout
and concrete strength.
C3  - Proceedings of the 20th International Symposium of the Macedonian Association of Structural Engineers (MASE), Skopje, September 28-29, 2023.
T1  - Behaviour and design of bolted connectors with mechanical coupler: an overview
EP  - 680
SP  - 671
UR  - https://hdl.handle.net/21.15107/rcub_grafar_3220
ER  - 

@conference{
author = "Milićević, Ivan and Vidović, Milica and Dragaš, Jelena and Milosavljević, Branko",
year = "2023",
abstract = "The construction industry is one of the most important parts of economic development of society but it
also has a very negative impact on the environment. Using the three concepts of circular economy: reuse,
reduce and recycle, it is possible to decrease its negative impact. The steel-concrete composite structures
and prefabricated structures enable, environmentally beneficial, circular life-cycle of buildings. For
structural performance during the lifecycle, it is very important to have an adequate connection between
the steel and reinforced concrete members.
Different types of connectors have been widely used in composite structures. Demountable ones are
advantageous in terms of reuse. In the last few years, the innovative demountable steel-concrete bolted
connector with mechanical coupler has been proposed. There are two types of these bolted connectors
depending on the type anchorage i.e., with the rebar anchor or with the second bolt.
This paper gives an overview of previous research of bolted connectors with mechanical coupler
capacity under static load. Influence of key parameters on the shear behaviour of the connector was
observed: concrete compressive strength, connector dimensions and concrete edge distance. The shear
and tension resistances of individual parts of the commercially available connectors were determined
using recommendations of design codes and technical documentation. In case of the connector loaded
in tension, it was concluded that the resistance is governed by the resistance of the rebar anchor. In case
of the connector loaded in shear, design recommendations were also compared with the previous
experimental tests. It was concluded that the shear resistance highly depends on the connection layout
and concrete strength.",
journal = "Proceedings of the 20th International Symposium of the Macedonian Association of Structural Engineers (MASE), Skopje, September 28-29, 2023.",
title = "Behaviour and design of bolted connectors with mechanical coupler: an overview",
pages = "680-671",
url = "https://hdl.handle.net/21.15107/rcub_grafar_3220"
}

Milićević, I., Vidović, M., Dragaš, J.,& Milosavljević, B.. (2023). Behaviour and design of bolted connectors with mechanical coupler: an overview. in Proceedings of the 20th International Symposium of the Macedonian Association of Structural Engineers (MASE), Skopje, September 28-29, 2023., 671-680.
https://hdl.handle.net/21.15107/rcub_grafar_3220

Milićević I, Vidović M, Dragaš J, Milosavljević B. Behaviour and design of bolted connectors with mechanical coupler: an overview. in Proceedings of the 20th International Symposium of the Macedonian Association of Structural Engineers (MASE), Skopje, September 28-29, 2023.. 2023;:671-680.
https://hdl.handle.net/21.15107/rcub_grafar_3220 .

Milićević, Ivan, Vidović, Milica, Dragaš, Jelena, Milosavljević, Branko, "Behaviour and design of bolted connectors with mechanical coupler: an overview" in Proceedings of the 20th International Symposium of the Macedonian Association of Structural Engineers (MASE), Skopje, September 28-29, 2023. (2023):671-680,
https://hdl.handle.net/21.15107/rcub_grafar_3220 .

TY  - JOUR
AU  - Marinković, Marko
AU  - Baballëku, Markel
AU  - Isufi, Brisid
AU  - Blagojević, Nikola
AU  - Milićević, Ivan
AU  - Brzev, Svetlana
PY  - 2022
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/2676
AB  - This paper documents performance of cast-in-place reinforced concrete (RC) buildings in the Durrës municipality during Albania earthquake of November 26, 2019 (MW 6.4). Both mid- and high-rise RC buildings were affected by the earthquake, experiencing structural and/or non-structural damage and even collapse in some cases. The authors performed a reconnaissance study after the earthquake and were involved in seismic assessment of buildings in the affected area. Besides the observations related to physical damage of RC buildings, the paper also presents results of a statistical analysis of damaged RC buildings in the Durrës municipality.  The discussion in the paper is focused on damage patterns and failure mechanisms that are relevant for the seismic response of RC structures. Most common damage pattern observed after the earthquakes was related to masonry infill walls, which experienced damage and failure in some cases, and affected the performance of adjacent RC columns due to the infill/frame interaction. Taller RC framed buildings (10 storeys and higher) were expected to have RC shear walls; however, these walls were reportedly absent in the damaged buildings of this type. In some cases, masonry infill walls (instead of RC shear walls) were used in the elevator shaft areas, which resulted in inadequate seismic performance. A case study has been presented to illustrate seismic behaviour of mid-rise and high-rise cast-in-place RC buildings in the November 2019 earthquake, and is based on post-earthquake field observations and a detailed seismic assessment of two earthquake-damaged buildings. Finally, relevant lessons and recommendations are presented in light of the observed performance of RC buildings.
T2  - Bulletin of Earthquake Engineering
T1  - Performance of RC cast-in-place buildings during the November 26, 2019 Albania earthquake
DO  - 10.1007/s10518-022-01414-y
ER  - 

@article{
author = "Marinković, Marko and Baballëku, Markel and Isufi, Brisid and Blagojević, Nikola and Milićević, Ivan and Brzev, Svetlana",
year = "2022",
abstract = "This paper documents performance of cast-in-place reinforced concrete (RC) buildings in the Durrës municipality during Albania earthquake of November 26, 2019 (MW 6.4). Both mid- and high-rise RC buildings were affected by the earthquake, experiencing structural and/or non-structural damage and even collapse in some cases. The authors performed a reconnaissance study after the earthquake and were involved in seismic assessment of buildings in the affected area. Besides the observations related to physical damage of RC buildings, the paper also presents results of a statistical analysis of damaged RC buildings in the Durrës municipality.  The discussion in the paper is focused on damage patterns and failure mechanisms that are relevant for the seismic response of RC structures. Most common damage pattern observed after the earthquakes was related to masonry infill walls, which experienced damage and failure in some cases, and affected the performance of adjacent RC columns due to the infill/frame interaction. Taller RC framed buildings (10 storeys and higher) were expected to have RC shear walls; however, these walls were reportedly absent in the damaged buildings of this type. In some cases, masonry infill walls (instead of RC shear walls) were used in the elevator shaft areas, which resulted in inadequate seismic performance. A case study has been presented to illustrate seismic behaviour of mid-rise and high-rise cast-in-place RC buildings in the November 2019 earthquake, and is based on post-earthquake field observations and a detailed seismic assessment of two earthquake-damaged buildings. Finally, relevant lessons and recommendations are presented in light of the observed performance of RC buildings.",
journal = "Bulletin of Earthquake Engineering",
title = "Performance of RC cast-in-place buildings during the November 26, 2019 Albania earthquake",
doi = "10.1007/s10518-022-01414-y"
}

Marinković, M., Baballëku, M., Isufi, B., Blagojević, N., Milićević, I.,& Brzev, S.. (2022). Performance of RC cast-in-place buildings during the November 26, 2019 Albania earthquake. in Bulletin of Earthquake Engineering.
https://doi.org/10.1007/s10518-022-01414-y

Marinković M, Baballëku M, Isufi B, Blagojević N, Milićević I, Brzev S. Performance of RC cast-in-place buildings during the November 26, 2019 Albania earthquake. in Bulletin of Earthquake Engineering. 2022;.
doi:10.1007/s10518-022-01414-y .

Marinković, Marko, Baballëku, Markel, Isufi, Brisid, Blagojević, Nikola, Milićević, Ivan, Brzev, Svetlana, "Performance of RC cast-in-place buildings during the November 26, 2019 Albania earthquake" in Bulletin of Earthquake Engineering (2022),
https://doi.org/10.1007/s10518-022-01414-y . .

TY  - CONF
AU  - Šešum, Anita
AU  - Koković, Veljko
AU  - Milićević, Ivan
PY  - 2022
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/2934
AB  - U radu je prikazana seizmička analiza i procena stanja tipske armiranobetonske ramovske
konstrukcije škole, koja je izgrađena na teritoriji Republike Srbije. Konstrukcija objekta je
projektovana u periodu pre usvajanja seizmičkih propisa u Republici Srbiji 1964. godine. Cilj
ovog rada je da se proceni da li ovakvi objekti mogu da ispune zahteve savremenih aseizmičkih
propisa, u pogledu kapaciteta pomeranja pri dejstvu zemljotresa. Konstrukcija tipskog objekta
analizirana je primenom nelinerne statičke („pushover“) analize u skladu sa odredbama
Evrokoda 8. Rezultati analize su pokazali da konstrukcija može da izdrži pomeranja pri
zemljotresu sa ubrzanjem tla od 0.1g bez rušenja. Međutim, pri ovom ubrzanju konstrukcija bi
došla u granično stanje značajnog oštećenja (SD), zbog čega bi po definiciji eventualna sanacija
objekta bila neekonomična.
PB  - Univerzitet u Beogradu Građevinski fakultet
PB  - Društvo građevinskih konstruktera Srbije
C3  - Zbornik radova sa nacionalnog kongresa DGKS / Društvо građevinskih konstruktera Srbije, 16. kongres, 28-30. septembar 2022, Aranđelovac
T1  - Procena ponašanja AB konstrukcije škole izgrađene pre donošenja propisa za seizmičko projektovanje
EP  - 489
SP  - 480
UR  - https://hdl.handle.net/21.15107/rcub_grafar_2934
ER  - 

@conference{
author = "Šešum, Anita and Koković, Veljko and Milićević, Ivan",
year = "2022",
abstract = "U radu je prikazana seizmička analiza i procena stanja tipske armiranobetonske ramovske
konstrukcije škole, koja je izgrađena na teritoriji Republike Srbije. Konstrukcija objekta je
projektovana u periodu pre usvajanja seizmičkih propisa u Republici Srbiji 1964. godine. Cilj
ovog rada je da se proceni da li ovakvi objekti mogu da ispune zahteve savremenih aseizmičkih
propisa, u pogledu kapaciteta pomeranja pri dejstvu zemljotresa. Konstrukcija tipskog objekta
analizirana je primenom nelinerne statičke („pushover“) analize u skladu sa odredbama
Evrokoda 8. Rezultati analize su pokazali da konstrukcija može da izdrži pomeranja pri
zemljotresu sa ubrzanjem tla od 0.1g bez rušenja. Međutim, pri ovom ubrzanju konstrukcija bi
došla u granično stanje značajnog oštećenja (SD), zbog čega bi po definiciji eventualna sanacija
objekta bila neekonomična.",
publisher = "Univerzitet u Beogradu Građevinski fakultet, Društvo građevinskih konstruktera Srbije",
journal = "Zbornik radova sa nacionalnog kongresa DGKS / Društvо građevinskih konstruktera Srbije, 16. kongres, 28-30. septembar 2022, Aranđelovac",
title = "Procena ponašanja AB konstrukcije škole izgrađene pre donošenja propisa za seizmičko projektovanje",
pages = "489-480",
url = "https://hdl.handle.net/21.15107/rcub_grafar_2934"
}

Šešum, A., Koković, V.,& Milićević, I.. (2022). Procena ponašanja AB konstrukcije škole izgrađene pre donošenja propisa za seizmičko projektovanje. in Zbornik radova sa nacionalnog kongresa DGKS / Društvо građevinskih konstruktera Srbije, 16. kongres, 28-30. septembar 2022, Aranđelovac
Univerzitet u Beogradu Građevinski fakultet., 480-489.
https://hdl.handle.net/21.15107/rcub_grafar_2934

Šešum A, Koković V, Milićević I. Procena ponašanja AB konstrukcije škole izgrađene pre donošenja propisa za seizmičko projektovanje. in Zbornik radova sa nacionalnog kongresa DGKS / Društvо građevinskih konstruktera Srbije, 16. kongres, 28-30. septembar 2022, Aranđelovac. 2022;:480-489.
https://hdl.handle.net/21.15107/rcub_grafar_2934 .

Šešum, Anita, Koković, Veljko, Milićević, Ivan, "Procena ponašanja AB konstrukcije škole izgrađene pre donošenja propisa za seizmičko projektovanje" in Zbornik radova sa nacionalnog kongresa DGKS / Društvо građevinskih konstruktera Srbije, 16. kongres, 28-30. septembar 2022, Aranđelovac (2022):480-489,
https://hdl.handle.net/21.15107/rcub_grafar_2934 .

TY  - CONF
AU  - Milićević, Ivan
PY  - 2022
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/2884
AB  - Primena montažno-demontažnih veza između čeličnih i AB elemenata omogućava ubrzani
proces i smanjenje troškova izgradnje građevinskih konstrukcija ali i njihovu potencijalnu
ponovnu upotrebu, što vodi ka održivom razvoju i cirkularnoj ekonomiji. Montažno-demontažni
konektor koga čine: (1) mehanička spojnica i armaturni anker koji se postavljaju u oplatu pre
betoniranja, i (2) zavrtanj kojim se čelični element povezuje za betonskim sve češće se koristi u
savremenim montažno-demontažnim građevinskim konstrukcijama. Nosivost i ponašanje
spregnute veze pri dejstvu sila smicanja, sila zatezanja ili njihove interakcije, za ove tipove
konektora još uvek su nedovoljno istraženi. U radu su analizirani nosivost i lokalno ponašanje
ovakvog konektora pri dejstvu sile zatezanja, na osnovu eksperimentalnih rezultata i numeričke
analize u programu Abaqus.
PB  - Univerzitet u Beogradu Građevinski fakultet
PB  - Društvo građevinskih konstruktera Srbije
C3  - Zbornik radova sa nacionalnog kongresa DGKS / Društvо građevinskih konstruktera Srbije, 16. kongres, 28-30. septembar 2022, Aranđelovac
T1  - Ponašanje veze zavrtnja i armature ostvarene pomoću mehaničke spojnice pri dejstvu sile zatezanja
EP  - 167
SP  - 158
UR  - https://hdl.handle.net/21.15107/rcub_grafar_2884
ER  - 

@conference{
author = "Milićević, Ivan",
year = "2022",
abstract = "Primena montažno-demontažnih veza između čeličnih i AB elemenata omogućava ubrzani
proces i smanjenje troškova izgradnje građevinskih konstrukcija ali i njihovu potencijalnu
ponovnu upotrebu, što vodi ka održivom razvoju i cirkularnoj ekonomiji. Montažno-demontažni
konektor koga čine: (1) mehanička spojnica i armaturni anker koji se postavljaju u oplatu pre
betoniranja, i (2) zavrtanj kojim se čelični element povezuje za betonskim sve češće se koristi u
savremenim montažno-demontažnim građevinskim konstrukcijama. Nosivost i ponašanje
spregnute veze pri dejstvu sila smicanja, sila zatezanja ili njihove interakcije, za ove tipove
konektora još uvek su nedovoljno istraženi. U radu su analizirani nosivost i lokalno ponašanje
ovakvog konektora pri dejstvu sile zatezanja, na osnovu eksperimentalnih rezultata i numeričke
analize u programu Abaqus.",
publisher = "Univerzitet u Beogradu Građevinski fakultet, Društvo građevinskih konstruktera Srbije",
journal = "Zbornik radova sa nacionalnog kongresa DGKS / Društvо građevinskih konstruktera Srbije, 16. kongres, 28-30. septembar 2022, Aranđelovac",
title = "Ponašanje veze zavrtnja i armature ostvarene pomoću mehaničke spojnice pri dejstvu sile zatezanja",
pages = "167-158",
url = "https://hdl.handle.net/21.15107/rcub_grafar_2884"
}

Milićević, I.. (2022). Ponašanje veze zavrtnja i armature ostvarene pomoću mehaničke spojnice pri dejstvu sile zatezanja. in Zbornik radova sa nacionalnog kongresa DGKS / Društvо građevinskih konstruktera Srbije, 16. kongres, 28-30. septembar 2022, Aranđelovac
Univerzitet u Beogradu Građevinski fakultet., 158-167.
https://hdl.handle.net/21.15107/rcub_grafar_2884

Milićević I. Ponašanje veze zavrtnja i armature ostvarene pomoću mehaničke spojnice pri dejstvu sile zatezanja. in Zbornik radova sa nacionalnog kongresa DGKS / Društvо građevinskih konstruktera Srbije, 16. kongres, 28-30. septembar 2022, Aranđelovac. 2022;:158-167.
https://hdl.handle.net/21.15107/rcub_grafar_2884 .

Milićević, Ivan, "Ponašanje veze zavrtnja i armature ostvarene pomoću mehaničke spojnice pri dejstvu sile zatezanja" in Zbornik radova sa nacionalnog kongresa DGKS / Društvо građevinskih konstruktera Srbije, 16. kongres, 28-30. septembar 2022, Aranđelovac (2022):158-167,
https://hdl.handle.net/21.15107/rcub_grafar_2884 .

TY  - CONF
AU  - Marinković, Marko
AU  - Brzev, Svetlana
AU  - Blagojević, Nikola
AU  - Milićević, Ivan
AU  - Žugić, Željko
AU  - Bursać, Petar
PY  - 2022
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/2877
AB  - In the period of one year, several moderate intensity earthquakes occurred in the Balkan Peninsula. It is interesting that among four significant earthquakes in this period of time, two with the same magnitude (Mw 6.4) occurred. The first was on November 26, 2019 in Albania and second one on December 29, 2020 Petrinja (Croatia). Both events were quite devastating for the building stock in the epicentral area. Since most of the buildings in Balkan Peninsula are masonry buildings (single or multi-family apartments), this paper focuses on the performance of these buildings during the mentioned earthquakes. Quickly after both events, Serbian Association for Earthquake Engineering (SUZI-SAEE) organized an expert teams to visit affected areas. The goal was to document the consequences of the earthquakes on the built environment, as well as to provide support in damage assessment. Data collected during the visits is usded investigate the performance of masonry buildings. Most common types of failure are presented, pointing out the deficiencies in the behaviour of masonry structures. However, examples of good behaviour (mostly related to the well-constructed confined masonry buildings) are also presented.
C3  - 19th MASE Symposium
T1  - Performance of masonry buildings during the November 26, 2019 Albania earthquake (Mw 6.4) and December 29, 2020 Petrinja earthquake (Mw 6.4)
UR  - https://hdl.handle.net/21.15107/rcub_grafar_2877
ER  - 

@conference{
author = "Marinković, Marko and Brzev, Svetlana and Blagojević, Nikola and Milićević, Ivan and Žugić, Željko and Bursać, Petar",
year = "2022",
abstract = "In the period of one year, several moderate intensity earthquakes occurred in the Balkan Peninsula. It is interesting that among four significant earthquakes in this period of time, two with the same magnitude (Mw 6.4) occurred. The first was on November 26, 2019 in Albania and second one on December 29, 2020 Petrinja (Croatia). Both events were quite devastating for the building stock in the epicentral area. Since most of the buildings in Balkan Peninsula are masonry buildings (single or multi-family apartments), this paper focuses on the performance of these buildings during the mentioned earthquakes. Quickly after both events, Serbian Association for Earthquake Engineering (SUZI-SAEE) organized an expert teams to visit affected areas. The goal was to document the consequences of the earthquakes on the built environment, as well as to provide support in damage assessment. Data collected during the visits is usded investigate the performance of masonry buildings. Most common types of failure are presented, pointing out the deficiencies in the behaviour of masonry structures. However, examples of good behaviour (mostly related to the well-constructed confined masonry buildings) are also presented.",
journal = "19th MASE Symposium",
title = "Performance of masonry buildings during the November 26, 2019 Albania earthquake (Mw 6.4) and December 29, 2020 Petrinja earthquake (Mw 6.4)",
url = "https://hdl.handle.net/21.15107/rcub_grafar_2877"
}

Marinković, M., Brzev, S., Blagojević, N., Milićević, I., Žugić, Ž.,& Bursać, P.. (2022). Performance of masonry buildings during the November 26, 2019 Albania earthquake (Mw 6.4) and December 29, 2020 Petrinja earthquake (Mw 6.4). in 19th MASE Symposium.
https://hdl.handle.net/21.15107/rcub_grafar_2877

Marinković M, Brzev S, Blagojević N, Milićević I, Žugić Ž, Bursać P. Performance of masonry buildings during the November 26, 2019 Albania earthquake (Mw 6.4) and December 29, 2020 Petrinja earthquake (Mw 6.4). in 19th MASE Symposium. 2022;.
https://hdl.handle.net/21.15107/rcub_grafar_2877 .

Marinković, Marko, Brzev, Svetlana, Blagojević, Nikola, Milićević, Ivan, Žugić, Željko, Bursać, Petar, "Performance of masonry buildings during the November 26, 2019 Albania earthquake (Mw 6.4) and December 29, 2020 Petrinja earthquake (Mw 6.4)" in 19th MASE Symposium (2022),
https://hdl.handle.net/21.15107/rcub_grafar_2877 .

TY  - CONF
AU  - Marinković, Marko
AU  - Baballeku, Markel
AU  - Isufi, Brisid
AU  - Milićević, Ivan
AU  - Brzev, Svetlana
AU  - Blagojević, Nikola
AU  - Žugić, Željko
AU  - Bursać, Petar
PY  - 2022
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/2875
AB  - Past earthquakes have affected millions of people whose lives changed within a minute, and caused damage or collapse of thousands of buildings and infrastructure systems. In many cases, earthquakes have long-term consequences. Therefore, it is very important to study the effects of damaging earthquakes and share the lessons and field experience with technical professionals and general public. The authors are members of Serbian Association for Earthquake Engineering (SUZI-SAEE), which organized reconnaissance visits to the areas affected by the November 26, 2019 Durrës, Albania earthquake (Mw 6.4) and the December 29, 2020 Petrinja Croatia earthquake (Mw 6.4). This paper presents findings on the performance of reinforced concrete buildings in these two events. Characteristic damage patterns are presented in the paper, along with the explanation of the causes of damage and recommendations for future engineering practice in the affected countries and the region.
C3  - 3rd European Conference on Earthquake Engineering & Seismology
T1  - Performance of reinforced concrete buildings during the November 26, 2019 Albania earthquake (Mw 6.4) and December 29, 2020 Petrinja earthquake (Mw 6.4)
UR  - https://hdl.handle.net/21.15107/rcub_grafar_2875
ER  - 

@conference{
author = "Marinković, Marko and Baballeku, Markel and Isufi, Brisid and Milićević, Ivan and Brzev, Svetlana and Blagojević, Nikola and Žugić, Željko and Bursać, Petar",
year = "2022",
abstract = "Past earthquakes have affected millions of people whose lives changed within a minute, and caused damage or collapse of thousands of buildings and infrastructure systems. In many cases, earthquakes have long-term consequences. Therefore, it is very important to study the effects of damaging earthquakes and share the lessons and field experience with technical professionals and general public. The authors are members of Serbian Association for Earthquake Engineering (SUZI-SAEE), which organized reconnaissance visits to the areas affected by the November 26, 2019 Durrës, Albania earthquake (Mw 6.4) and the December 29, 2020 Petrinja Croatia earthquake (Mw 6.4). This paper presents findings on the performance of reinforced concrete buildings in these two events. Characteristic damage patterns are presented in the paper, along with the explanation of the causes of damage and recommendations for future engineering practice in the affected countries and the region.",
journal = "3rd European Conference on Earthquake Engineering & Seismology",
title = "Performance of reinforced concrete buildings during the November 26, 2019 Albania earthquake (Mw 6.4) and December 29, 2020 Petrinja earthquake (Mw 6.4)",
url = "https://hdl.handle.net/21.15107/rcub_grafar_2875"
}

Marinković, M., Baballeku, M., Isufi, B., Milićević, I., Brzev, S., Blagojević, N., Žugić, Ž.,& Bursać, P.. (2022). Performance of reinforced concrete buildings during the November 26, 2019 Albania earthquake (Mw 6.4) and December 29, 2020 Petrinja earthquake (Mw 6.4). in 3rd European Conference on Earthquake Engineering & Seismology.
https://hdl.handle.net/21.15107/rcub_grafar_2875

Marinković M, Baballeku M, Isufi B, Milićević I, Brzev S, Blagojević N, Žugić Ž, Bursać P. Performance of reinforced concrete buildings during the November 26, 2019 Albania earthquake (Mw 6.4) and December 29, 2020 Petrinja earthquake (Mw 6.4). in 3rd European Conference on Earthquake Engineering & Seismology. 2022;.
https://hdl.handle.net/21.15107/rcub_grafar_2875 .

Marinković, Marko, Baballeku, Markel, Isufi, Brisid, Milićević, Ivan, Brzev, Svetlana, Blagojević, Nikola, Žugić, Željko, Bursać, Petar, "Performance of reinforced concrete buildings during the November 26, 2019 Albania earthquake (Mw 6.4) and December 29, 2020 Petrinja earthquake (Mw 6.4)" in 3rd European Conference on Earthquake Engineering & Seismology (2022),
https://hdl.handle.net/21.15107/rcub_grafar_2875 .

TY  - JOUR
AU  - Milićević, Ivan
AU  - Marinković, Marko
AU  - Blagojević, Nikola
AU  - Nikolić-Brzev, Svetlana
PY  - 2021
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/2438
AB  - The  collapse  and  damage  of  large  number  of  buildings  during  the  November  26, 
2019 (Mw 6,4) Albania earthquake caused 51 fatalities and injuries to at least 910 
people. Most of collapsed or heavily damaged buildings were RC frame buildings. 
Although  RC  frame  system  is  considered  as  very  ductile  seismic  force-resisting 
system,  its  behaviour  during earthquake  highly  depends  on:  (1)  regularity  in  plan 
and elevation, and (2) global and local ductility. Based on the authors’ visit to the 
earthquake-affected  area  on  behalf  of  the  Serbian  Association  of  Earthquake 
Engineering and observations of collapsed and damaged buildings, it was 
concluded that among main reasons for underperformance of these flexible systems 
were  inadequate  analysis  of  interaction  between  infill  walls  and  RC  frames  and 
reinforcement detailing of RC members
PB  - Society for Materials and Structures Testing of Serbia, Belgrade, Serbia
PB  - University of Belgrade Faculty of Civil Engineering, Belgrade, Serbia
PB  - Association of Structural Engineers of Serbia, Belgrade, Serbia
T2  - Građevinski materijali i konstrukcije / Building Materials and Structures
T1  - Performance of RC frames in 26.11.2019. Albania earthquake: effects of irregularities  and detailing
EP  - 213
IS  - 3
SP  - 207
VL  - 64
DO  - 10.5937/GRMK2103207M
ER  - 

@article{
author = "Milićević, Ivan and Marinković, Marko and Blagojević, Nikola and Nikolić-Brzev, Svetlana",
year = "2021",
abstract = "The  collapse  and  damage  of  large  number  of  buildings  during  the  November  26, 
2019 (Mw 6,4) Albania earthquake caused 51 fatalities and injuries to at least 910 
people. Most of collapsed or heavily damaged buildings were RC frame buildings. 
Although  RC  frame  system  is  considered  as  very  ductile  seismic  force-resisting 
system,  its  behaviour  during earthquake  highly  depends  on:  (1)  regularity  in  plan 
and elevation, and (2) global and local ductility. Based on the authors’ visit to the 
earthquake-affected  area  on  behalf  of  the  Serbian  Association  of  Earthquake 
Engineering and observations of collapsed and damaged buildings, it was 
concluded that among main reasons for underperformance of these flexible systems 
were  inadequate  analysis  of  interaction  between  infill  walls  and  RC  frames  and 
reinforcement detailing of RC members",
publisher = "Society for Materials and Structures Testing of Serbia, Belgrade, Serbia, University of Belgrade Faculty of Civil Engineering, Belgrade, Serbia, Association of Structural Engineers of Serbia, Belgrade, Serbia",
journal = "Građevinski materijali i konstrukcije / Building Materials and Structures",
title = "Performance of RC frames in 26.11.2019. Albania earthquake: effects of irregularities  and detailing",
pages = "213-207",
number = "3",
volume = "64",
doi = "10.5937/GRMK2103207M"
}

Milićević, I., Marinković, M., Blagojević, N.,& Nikolić-Brzev, S.. (2021). Performance of RC frames in 26.11.2019. Albania earthquake: effects of irregularities  and detailing. in Građevinski materijali i konstrukcije / Building Materials and Structures
Society for Materials and Structures Testing of Serbia, Belgrade, Serbia., 64(3), 207-213.
https://doi.org/10.5937/GRMK2103207M

Milićević I, Marinković M, Blagojević N, Nikolić-Brzev S. Performance of RC frames in 26.11.2019. Albania earthquake: effects of irregularities  and detailing. in Građevinski materijali i konstrukcije / Building Materials and Structures. 2021;64(3):207-213.
doi:10.5937/GRMK2103207M .

Milićević, Ivan, Marinković, Marko, Blagojević, Nikola, Nikolić-Brzev, Svetlana, "Performance of RC frames in 26.11.2019. Albania earthquake: effects of irregularities  and detailing" in Građevinski materijali i konstrukcije / Building Materials and Structures, 64, no. 3 (2021):207-213,
https://doi.org/10.5937/GRMK2103207M . .

TY  - CONF
AU  - Jakovljević, Nemanja
AU  - Milićević, Ivan
AU  - Milosavljević, Branko
PY  - 2021
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/2461
AB  - Predmet rada predstavlja analiza dva različita modela dimenzionisanja i utezanja krajeva
armiranobetonskih zidova složenih poprečnih preseka, koji se sastoje od spojenih odnosno
ukrštenih pravouganoih segmenata. U prvom modelu, zidovi su razmatrani kao integralni
elementi složenog preseka sa rebrima i flanšama, prema uputstvima Evrokoda 8. U drugom
modelu, zidovi su tretirani kao skupovi nezavisnih pravougaonih delova. Analizirani su zidovi
„I” i „T” poprečnih preseka, uzimajući u obzir uticaj momenta nosivosti na zahtevani nivo
duktilnosti zidova. Razlika u pomenutim modelima, sa aspekta oblikovanja detalja za lokalnu
duktilnost, ogleda se u rasporedu, dužini i zahtevanim nivoima utezanja ivičnih elemenata
armiranobetonskih zidova.
PB  - Univerzitet u Beogradu Građevinski fakultet
PB  - Društvo graðevinskih konstruktera Srbije
C3  - Zbornik radova sa nacionalnog simpozijuma DGKS / Društvо građevinskih konstruktera Srbije, simpozijum 2020, 13-15. maj 2021, Arandjelovac
T1  - Analiza različitih modela utezanja AB zidova složenih poprečnih preseka prema Evrokodu 8
EP  - 503
SP  - 492
UR  - https://hdl.handle.net/21.15107/rcub_grafar_2461
ER  - 

@conference{
author = "Jakovljević, Nemanja and Milićević, Ivan and Milosavljević, Branko",
year = "2021",
abstract = "Predmet rada predstavlja analiza dva različita modela dimenzionisanja i utezanja krajeva
armiranobetonskih zidova složenih poprečnih preseka, koji se sastoje od spojenih odnosno
ukrštenih pravouganoih segmenata. U prvom modelu, zidovi su razmatrani kao integralni
elementi složenog preseka sa rebrima i flanšama, prema uputstvima Evrokoda 8. U drugom
modelu, zidovi su tretirani kao skupovi nezavisnih pravougaonih delova. Analizirani su zidovi
„I” i „T” poprečnih preseka, uzimajući u obzir uticaj momenta nosivosti na zahtevani nivo
duktilnosti zidova. Razlika u pomenutim modelima, sa aspekta oblikovanja detalja za lokalnu
duktilnost, ogleda se u rasporedu, dužini i zahtevanim nivoima utezanja ivičnih elemenata
armiranobetonskih zidova.",
publisher = "Univerzitet u Beogradu Građevinski fakultet, Društvo graðevinskih konstruktera Srbije",
journal = "Zbornik radova sa nacionalnog simpozijuma DGKS / Društvо građevinskih konstruktera Srbije, simpozijum 2020, 13-15. maj 2021, Arandjelovac",
title = "Analiza različitih modela utezanja AB zidova složenih poprečnih preseka prema Evrokodu 8",
pages = "503-492",
url = "https://hdl.handle.net/21.15107/rcub_grafar_2461"
}

Jakovljević, N., Milićević, I.,& Milosavljević, B.. (2021). Analiza različitih modela utezanja AB zidova složenih poprečnih preseka prema Evrokodu 8. in Zbornik radova sa nacionalnog simpozijuma DGKS / Društvо građevinskih konstruktera Srbije, simpozijum 2020, 13-15. maj 2021, Arandjelovac
Univerzitet u Beogradu Građevinski fakultet., 492-503.
https://hdl.handle.net/21.15107/rcub_grafar_2461

Jakovljević N, Milićević I, Milosavljević B. Analiza različitih modela utezanja AB zidova složenih poprečnih preseka prema Evrokodu 8. in Zbornik radova sa nacionalnog simpozijuma DGKS / Društvо građevinskih konstruktera Srbije, simpozijum 2020, 13-15. maj 2021, Arandjelovac. 2021;:492-503.
https://hdl.handle.net/21.15107/rcub_grafar_2461 .

Jakovljević, Nemanja, Milićević, Ivan, Milosavljević, Branko, "Analiza različitih modela utezanja AB zidova složenih poprečnih preseka prema Evrokodu 8" in Zbornik radova sa nacionalnog simpozijuma DGKS / Društvо građevinskih konstruktera Srbije, simpozijum 2020, 13-15. maj 2021, Arandjelovac (2021):492-503,
https://hdl.handle.net/21.15107/rcub_grafar_2461 .

TY  - CONF
AU  - Marinković, Marko
AU  - Brzev, Svetlana
AU  - Baballëku, Markel
AU  - Isufi, Brisid
AU  - Blagojević, Nikola
AU  - Milićević, Ivan
AU  - Žugić, Željko
AU  - Bursać, Petar
PY  - 2021
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/2453
AB  - Recent earthquakes in Balkan, including the September 21 and November 26, 2020 Albania
earthquakes, March 22, 2020 Zagreb earthquake, and the December 29, 2020 Petrinja, Croatia
earthquakes had devastating consequences for the affected population of these countries.
Besides substantial structural damage of RC buildings as well as loadbearing masonry buildings,
these earthquakes caused significant damage of non-structural masonry elements. This paper
presents examples of the damage for loadbearing and non-structural masonry walls (infills
and partitions) due to out-of-plane seismic effects, as observed by the authors during the
reconnaissance visits to the affected areas. This type of damage can prevent the evacuation
of people from the buildings during the earthquake, as the falling masonry elements block the
evacuation routes, and hinder the reoccupancy and functional recovery of affected buildings after
an earthquake. The authors recognize that both loadbearing and non-structural walls (infills and
partitions) experienced out-of-plane collapse due to lack of connection to the floor/frame. Using
the examples of the damage or failure of masonry walls during the recent earthquakes, their
failure mechanisms were explained and the lessons learned were summarized in the paper.
PB  - University of Zagreb ,Faculty of Civil Engineering
C3  - Conference proceedings from 1st Croatian Conference on Earthquake Engineering  - 1CroCEE, 22nd to 24th March 2021, Zagreb, 2021
T1  - Out-of-plane behaviour of loadbearing and non-structural masonry walls during recent earthquakes
EP  - 670
SP  - 661
DO  - 10.5592/CO/1CroCEE.2021.242
ER  - 

@conference{
author = "Marinković, Marko and Brzev, Svetlana and Baballëku, Markel and Isufi, Brisid and Blagojević, Nikola and Milićević, Ivan and Žugić, Željko and Bursać, Petar",
year = "2021",
abstract = "Recent earthquakes in Balkan, including the September 21 and November 26, 2020 Albania
earthquakes, March 22, 2020 Zagreb earthquake, and the December 29, 2020 Petrinja, Croatia
earthquakes had devastating consequences for the affected population of these countries.
Besides substantial structural damage of RC buildings as well as loadbearing masonry buildings,
these earthquakes caused significant damage of non-structural masonry elements. This paper
presents examples of the damage for loadbearing and non-structural masonry walls (infills
and partitions) due to out-of-plane seismic effects, as observed by the authors during the
reconnaissance visits to the affected areas. This type of damage can prevent the evacuation
of people from the buildings during the earthquake, as the falling masonry elements block the
evacuation routes, and hinder the reoccupancy and functional recovery of affected buildings after
an earthquake. The authors recognize that both loadbearing and non-structural walls (infills and
partitions) experienced out-of-plane collapse due to lack of connection to the floor/frame. Using
the examples of the damage or failure of masonry walls during the recent earthquakes, their
failure mechanisms were explained and the lessons learned were summarized in the paper.",
publisher = "University of Zagreb ,Faculty of Civil Engineering",
journal = "Conference proceedings from 1st Croatian Conference on Earthquake Engineering  - 1CroCEE, 22nd to 24th March 2021, Zagreb, 2021",
title = "Out-of-plane behaviour of loadbearing and non-structural masonry walls during recent earthquakes",
pages = "670-661",
doi = "10.5592/CO/1CroCEE.2021.242"
}

Marinković, M., Brzev, S., Baballëku, M., Isufi, B., Blagojević, N., Milićević, I., Žugić, Ž.,& Bursać, P.. (2021). Out-of-plane behaviour of loadbearing and non-structural masonry walls during recent earthquakes. in Conference proceedings from 1st Croatian Conference on Earthquake Engineering  - 1CroCEE, 22nd to 24th March 2021, Zagreb, 2021
University of Zagreb ,Faculty of Civil Engineering., 661-670.
https://doi.org/10.5592/CO/1CroCEE.2021.242

Marinković M, Brzev S, Baballëku M, Isufi B, Blagojević N, Milićević I, Žugić Ž, Bursać P. Out-of-plane behaviour of loadbearing and non-structural masonry walls during recent earthquakes. in Conference proceedings from 1st Croatian Conference on Earthquake Engineering  - 1CroCEE, 22nd to 24th March 2021, Zagreb, 2021. 2021;:661-670.
doi:10.5592/CO/1CroCEE.2021.242 .

Marinković, Marko, Brzev, Svetlana, Baballëku, Markel, Isufi, Brisid, Blagojević, Nikola, Milićević, Ivan, Žugić, Željko, Bursać, Petar, "Out-of-plane behaviour of loadbearing and non-structural masonry walls during recent earthquakes" in Conference proceedings from 1st Croatian Conference on Earthquake Engineering  - 1CroCEE, 22nd to 24th March 2021, Zagreb, 2021 (2021):661-670,
https://doi.org/10.5592/CO/1CroCEE.2021.242 . .

TY  - BOOK
AU  - Nikolić-Brzev, Svetlana
AU  - Marinković, Marko
AU  - Milićević, Ivan
AU  - Blagojević, Nikola
AU  - Isufi, Brisid
PY  - 2020
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/2462
AB  - Pred  Vama  je  publikacija  kojom  se  otvara  novo  poglavlje  u  radu  Srpskog  udruženja  za 
zemljotresno inženjerstvo (SUZI). Za posetu postradalim područjima u Albaniji, trebalo je: da 
se uopšte dogodi zemljotres, da SUZI shvati i odluči da treba ići kao i da, zahvaljujući Vašim 
članarinama SUZI bude u stanju da samostalno finansira ekspediciju. Obilazak je bio kratak, 
ali je obim informacija u ovoj publikaciji impresivan, zahvaljujući izuzetnom zalaganju članova 
tima,  a  i  ostvarenoj  saradnji  sa  albanskim  kolegama  čija  pomoć  je  bila  od  neprocenjivog 
značaja za uspeh posete. Osim toga, članovi tima su imali prilike da sarađuju i sa kolegama iz 
Grčke,  Velika  Britanije,  Nepala,  Bugarske,  i  SAD,  koji  su  posetili  postradala  područja,  i  sa 
kojima  zajedno  pripremaju  izveštaj  za  Earthquake  Engineering  Research  Institute  (EERI),  u 
kome SUZI učestvuje kao partner.                                                
 
Zemljotres  ovakve  magnitude  (6.4)  i  posledica  ne  očekuje  se  na  teritoriji  Srbije,  ali  su 
prikupljena  iskustva  značajna  i  za  našu  praksu,  sa  stanovišta  projektovanja,  izvođenja  i 
održavanja kao i pripreme društva kako da hitno reaguje, i potom obnovi život na postradalom 
području.  Utisak  je  da  pri  toj  jačini  zemljotresa  ipak  nije  trebalo,  niti  smelo    da  dođe  do 
kolapsa  objekata  i  ljudskih  žrtava,  da  su  poštovani  propisi?  S  druge  strane,  puno  je  primera 
da  su  konstrukcije  objekata  dobro  podnele  zemljotres,  ali  su  štete  na  nekonstruktivnim 
delovima objekata prevelike, što je teret za vlasnike i zajednicu. 
 
Dosadašnji koncept propisa, da treba sprečiti kolaps objekata i ljudske žrtve, bez obzira da li 
će  objekat  nakon  zemljotresa  uz  sanaciju  biti  upotrebljiv,  više  nije  dovoljan,  nije  društveno 
prihvatljiv.  Dolazi  vreme  da  struka  sa  investitorima  i  zajednicom  dogovara  koji  je  nivo 
eventualne  štete  prihvatljiv,  da  se  procene  rizici  i  nađe  optimalan  balans  između  troškova 
građenja  i  troškova  eventualne  sanacije  jednog  dana.  Ovo  treba  imati  u  vidu  u  toku  čitanja 
ove publikacije. 
 
Ovo je do sada  najdetaljnija publikacija SUZI,  i prva u seriji publikacija na teme od značaja 
za  teoriju  i  praksu  zemljotresnog  inženjerstva.  Nadamo  se  da  će  buduće  publikacije  da 
doprinesu  podizanju  nivoa  svesti  i  znanja  iz  oblasti  projektovanja  i  izvođenja  konstrukcija  za 
dejstvo  zemljotresa,  seizmičkog  hazarda  i  rizika,  kao  i  ostalih  tema  od  značaja  za  članove 
SUZI i ostale koji su zainteresovani za ovu problematiku.
PB  - Srpsko udruženje za zemljotresno inženjerstvo (SUZI-SAEE)
PB  - Akademska misao, Beograd
T1  - Posledice zemljotresa u Albaniji od 26.11.2019. godine na objekte i infrastrukturu
UR  - https://hdl.handle.net/21.15107/rcub_grafar_2462
ER  - 

@book{
author = "Nikolić-Brzev, Svetlana and Marinković, Marko and Milićević, Ivan and Blagojević, Nikola and Isufi, Brisid",
year = "2020",
abstract = "Pred  Vama  je  publikacija  kojom  se  otvara  novo  poglavlje  u  radu  Srpskog  udruženja  za 
zemljotresno inženjerstvo (SUZI). Za posetu postradalim područjima u Albaniji, trebalo je: da 
se uopšte dogodi zemljotres, da SUZI shvati i odluči da treba ići kao i da, zahvaljujući Vašim 
članarinama SUZI bude u stanju da samostalno finansira ekspediciju. Obilazak je bio kratak, 
ali je obim informacija u ovoj publikaciji impresivan, zahvaljujući izuzetnom zalaganju članova 
tima,  a  i  ostvarenoj  saradnji  sa  albanskim  kolegama  čija  pomoć  je  bila  od  neprocenjivog 
značaja za uspeh posete. Osim toga, članovi tima su imali prilike da sarađuju i sa kolegama iz 
Grčke,  Velika  Britanije,  Nepala,  Bugarske,  i  SAD,  koji  su  posetili  postradala  područja,  i  sa 
kojima  zajedno  pripremaju  izveštaj  za  Earthquake  Engineering  Research  Institute  (EERI),  u 
kome SUZI učestvuje kao partner.                                                
 
Zemljotres  ovakve  magnitude  (6.4)  i  posledica  ne  očekuje  se  na  teritoriji  Srbije,  ali  su 
prikupljena  iskustva  značajna  i  za  našu  praksu,  sa  stanovišta  projektovanja,  izvođenja  i 
održavanja kao i pripreme društva kako da hitno reaguje, i potom obnovi život na postradalom 
području.  Utisak  je  da  pri  toj  jačini  zemljotresa  ipak  nije  trebalo,  niti  smelo    da  dođe  do 
kolapsa  objekata  i  ljudskih  žrtava,  da  su  poštovani  propisi?  S  druge  strane,  puno  je  primera 
da  su  konstrukcije  objekata  dobro  podnele  zemljotres,  ali  su  štete  na  nekonstruktivnim 
delovima objekata prevelike, što je teret za vlasnike i zajednicu. 
 
Dosadašnji koncept propisa, da treba sprečiti kolaps objekata i ljudske žrtve, bez obzira da li 
će  objekat  nakon  zemljotresa  uz  sanaciju  biti  upotrebljiv,  više  nije  dovoljan,  nije  društveno 
prihvatljiv.  Dolazi  vreme  da  struka  sa  investitorima  i  zajednicom  dogovara  koji  je  nivo 
eventualne  štete  prihvatljiv,  da  se  procene  rizici  i  nađe  optimalan  balans  između  troškova 
građenja  i  troškova  eventualne  sanacije  jednog  dana.  Ovo  treba  imati  u  vidu  u  toku  čitanja 
ove publikacije. 
 
Ovo je do sada  najdetaljnija publikacija SUZI,  i prva u seriji publikacija na teme od značaja 
za  teoriju  i  praksu  zemljotresnog  inženjerstva.  Nadamo  se  da  će  buduće  publikacije  da 
doprinesu  podizanju  nivoa  svesti  i  znanja  iz  oblasti  projektovanja  i  izvođenja  konstrukcija  za 
dejstvo  zemljotresa,  seizmičkog  hazarda  i  rizika,  kao  i  ostalih  tema  od  značaja  za  članove 
SUZI i ostale koji su zainteresovani za ovu problematiku.",
publisher = "Srpsko udruženje za zemljotresno inženjerstvo (SUZI-SAEE), Akademska misao, Beograd",
title = "Posledice zemljotresa u Albaniji od 26.11.2019. godine na objekte i infrastrukturu",
url = "https://hdl.handle.net/21.15107/rcub_grafar_2462"
}

Nikolić-Brzev, S., Marinković, M., Milićević, I., Blagojević, N.,& Isufi, B.. (2020). Posledice zemljotresa u Albaniji od 26.11.2019. godine na objekte i infrastrukturu. 
Srpsko udruženje za zemljotresno inženjerstvo (SUZI-SAEE)..
https://hdl.handle.net/21.15107/rcub_grafar_2462

Nikolić-Brzev S, Marinković M, Milićević I, Blagojević N, Isufi B. Posledice zemljotresa u Albaniji od 26.11.2019. godine na objekte i infrastrukturu. 2020;.
https://hdl.handle.net/21.15107/rcub_grafar_2462 .

Nikolić-Brzev, Svetlana, Marinković, Marko, Milićević, Ivan, Blagojević, Nikola, Isufi, Brisid, "Posledice zemljotresa u Albaniji od 26.11.2019. godine na objekte i infrastrukturu" (2020),
https://hdl.handle.net/21.15107/rcub_grafar_2462 .

TY  - JOUR
AU  - Milićević, Ivan
AU  - Milosavljević, Branko
AU  - Pavlovic, Marko
AU  - Spremic, Milan
PY  - 2020
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/2076
AB  - Contemporary design and construction of steel-concrete composite structures employs the use of prefabricated concrete elements and demountable shear connectors in order to reduce the construction time and costs and enable dismantling of elements for their potential reuse at the end of life of buildings. Bolted shear connector with mechanical coupler is presented in this paper. The connector is assembled from mechanical coupler and rebar anchor, embedded in concrete, and steel bolt, used for connecting steel to concrete members. The behaviour and ultimate resistance of bolted connector with mechanical coupler in wide and narrow members were analysed based on push-out tests and FE analyses conducted in Abaqus software, with focus on concrete edge breakout and bolt shear failure modes. The effect of concrete strength, concrete edge distance and diameter and strength of bolts on failure modes and shear resistance was analysed. It was demonstrated that premature failure by breakout of concrete edge occurs when connectors are located 100 mm or closer from the edge in low-strength and normal-strength reinforced concrete. Furthermore, the paper presents a relatively simple model for hand calculation of concrete edge breakout resistance when bolted connectors with mechanical coupler are used. The model is based on the modification of prediction model used for cast-in and post-installed anchors loaded parallel to the edge, by implementing equivalent influence length of connector with variable diameter. Good agreement with test and FE results was obtained, thus confirming the validity of the proposed method.
PB  - Techno Press
T2  - Steel and Composite Structures
T1  - Bolted connectors with mechanical coupler embedded in concrete: Shear resistance under static load
EP  - 337
IS  - 3
SP  - 321
VL  - 36
DO  - 10.12989/scs.2020.36.3.321
ER  - 

@article{
author = "Milićević, Ivan and Milosavljević, Branko and Pavlovic, Marko and Spremic, Milan",
year = "2020",
abstract = "Contemporary design and construction of steel-concrete composite structures employs the use of prefabricated concrete elements and demountable shear connectors in order to reduce the construction time and costs and enable dismantling of elements for their potential reuse at the end of life of buildings. Bolted shear connector with mechanical coupler is presented in this paper. The connector is assembled from mechanical coupler and rebar anchor, embedded in concrete, and steel bolt, used for connecting steel to concrete members. The behaviour and ultimate resistance of bolted connector with mechanical coupler in wide and narrow members were analysed based on push-out tests and FE analyses conducted in Abaqus software, with focus on concrete edge breakout and bolt shear failure modes. The effect of concrete strength, concrete edge distance and diameter and strength of bolts on failure modes and shear resistance was analysed. It was demonstrated that premature failure by breakout of concrete edge occurs when connectors are located 100 mm or closer from the edge in low-strength and normal-strength reinforced concrete. Furthermore, the paper presents a relatively simple model for hand calculation of concrete edge breakout resistance when bolted connectors with mechanical coupler are used. The model is based on the modification of prediction model used for cast-in and post-installed anchors loaded parallel to the edge, by implementing equivalent influence length of connector with variable diameter. Good agreement with test and FE results was obtained, thus confirming the validity of the proposed method.",
publisher = "Techno Press",
journal = "Steel and Composite Structures",
title = "Bolted connectors with mechanical coupler embedded in concrete: Shear resistance under static load",
pages = "337-321",
number = "3",
volume = "36",
doi = "10.12989/scs.2020.36.3.321"
}

Milićević, I., Milosavljević, B., Pavlovic, M.,& Spremic, M.. (2020). Bolted connectors with mechanical coupler embedded in concrete: Shear resistance under static load. in Steel and Composite Structures
Techno Press., 36(3), 321-337.
https://doi.org/10.12989/scs.2020.36.3.321

Milićević I, Milosavljević B, Pavlovic M, Spremic M. Bolted connectors with mechanical coupler embedded in concrete: Shear resistance under static load. in Steel and Composite Structures. 2020;36(3):321-337.
doi:10.12989/scs.2020.36.3.321 .

Milićević, Ivan, Milosavljević, Branko, Pavlovic, Marko, Spremic, Milan, "Bolted connectors with mechanical coupler embedded in concrete: Shear resistance under static load" in Steel and Composite Structures, 36, no. 3 (2020):321-337,
https://doi.org/10.12989/scs.2020.36.3.321 . .

TY  - CONF
AU  - Marinković, Marko
AU  - Milićević, Ivan
AU  - Brzev, Svetlana
AU  - Blagojević, Nikola
PY  - 2020
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/2187
AB  - Reinforced concrete (RC) frame structural system is widely used for housing and commercial construction in urban areas around the world. Exterior and interior partitions are in the form of masonry infills, which are usually constructed using solid clay bricks or multi-perforated clay blocks. Although masonry infills influence the strength and stiffness of a structure subjected to earthquake ground shaking, they are often disregarded in numerical models used for seismic analysis and design of these structures. Numerous RC frame structures with masonry infills experienced damage and/or collapse in past earthquakes, including the M 7.6 Izmit, Turkey (1999); M 7.7 Bhuj, India (2001); M 6.8 Boumerdes, Algeria (2003); and M 7.8 Gorkha, Nepal (2015). In most cases, RC buildings did not experience major structural damage but masonry infills experienced damage or failure.
C3  - International Symposium on Durrës Earthquakes and Eurocodes
T1  - Performance of masonry infill walls in reinforced concrete frame buildings in recent earthquakes
UR  - https://hdl.handle.net/21.15107/rcub_grafar_2187
ER  - 

@conference{
author = "Marinković, Marko and Milićević, Ivan and Brzev, Svetlana and Blagojević, Nikola",
year = "2020",
abstract = "Reinforced concrete (RC) frame structural system is widely used for housing and commercial construction in urban areas around the world. Exterior and interior partitions are in the form of masonry infills, which are usually constructed using solid clay bricks or multi-perforated clay blocks. Although masonry infills influence the strength and stiffness of a structure subjected to earthquake ground shaking, they are often disregarded in numerical models used for seismic analysis and design of these structures. Numerous RC frame structures with masonry infills experienced damage and/or collapse in past earthquakes, including the M 7.6 Izmit, Turkey (1999); M 7.7 Bhuj, India (2001); M 6.8 Boumerdes, Algeria (2003); and M 7.8 Gorkha, Nepal (2015). In most cases, RC buildings did not experience major structural damage but masonry infills experienced damage or failure.",
journal = "International Symposium on Durrës Earthquakes and Eurocodes",
title = "Performance of masonry infill walls in reinforced concrete frame buildings in recent earthquakes",
url = "https://hdl.handle.net/21.15107/rcub_grafar_2187"
}

Marinković, M., Milićević, I., Brzev, S.,& Blagojević, N.. (2020). Performance of masonry infill walls in reinforced concrete frame buildings in recent earthquakes. in International Symposium on Durrës Earthquakes and Eurocodes.
https://hdl.handle.net/21.15107/rcub_grafar_2187

Marinković M, Milićević I, Brzev S, Blagojević N. Performance of masonry infill walls in reinforced concrete frame buildings in recent earthquakes. in International Symposium on Durrës Earthquakes and Eurocodes. 2020;.
https://hdl.handle.net/21.15107/rcub_grafar_2187 .

Marinković, Marko, Milićević, Ivan, Brzev, Svetlana, Blagojević, Nikola, "Performance of masonry infill walls in reinforced concrete frame buildings in recent earthquakes" in International Symposium on Durrës Earthquakes and Eurocodes (2020),
https://hdl.handle.net/21.15107/rcub_grafar_2187 .

TY  - JOUR
AU  - Vulinović, Miloš
AU  - Milićević, Ivan
AU  - Ignjatović, Ivan
PY  - 2019
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/2460
AB  - This paper is focused on the effects of confinement of the reinforcement reinforced concrete sections, i.e. in the way that the transverse reinforcement affects the improvement of the characteristics of both the material and the affected zone of the element. The practical meaning of the confinement effectiveness factor from the expression of Eurocode 8 was explained. Size of the part of element that is effectively confined by the stirrups is estimated on examples of differently reinforced circular and square sections of the column by analysis of the three-dimensional presentation of effectively confined concrete sections. The connection between confinement effectiveness factor by Eurocode 8 and real effective concrete core is established.
PB  - Society for Materials and Structures Testing of Serbia
T2  - Građevinski materijali i konstrukcije
T1  - Obezbeđenje lokalne duktilnosti armiranobetonskih elemenata prema evrokodu 8 – koeficijent utezanja
T1  - The design of local ductility for reinforced concrete elements by eurocode 8 - confinement effectiveness factor
EP  - 17
IS  - 3
SP  - 3
VL  - 62
DO  - 10.5937/GRMK1903003V
ER  - 

@article{
author = "Vulinović, Miloš and Milićević, Ivan and Ignjatović, Ivan",
year = "2019",
abstract = "This paper is focused on the effects of confinement of the reinforcement reinforced concrete sections, i.e. in the way that the transverse reinforcement affects the improvement of the characteristics of both the material and the affected zone of the element. The practical meaning of the confinement effectiveness factor from the expression of Eurocode 8 was explained. Size of the part of element that is effectively confined by the stirrups is estimated on examples of differently reinforced circular and square sections of the column by analysis of the three-dimensional presentation of effectively confined concrete sections. The connection between confinement effectiveness factor by Eurocode 8 and real effective concrete core is established.",
publisher = "Society for Materials and Structures Testing of Serbia",
journal = "Građevinski materijali i konstrukcije",
title = "Obezbeđenje lokalne duktilnosti armiranobetonskih elemenata prema evrokodu 8 – koeficijent utezanja, The design of local ductility for reinforced concrete elements by eurocode 8 - confinement effectiveness factor",
pages = "17-3",
number = "3",
volume = "62",
doi = "10.5937/GRMK1903003V"
}

Vulinović, M., Milićević, I.,& Ignjatović, I.. (2019). Obezbeđenje lokalne duktilnosti armiranobetonskih elemenata prema evrokodu 8 – koeficijent utezanja. in Građevinski materijali i konstrukcije
Society for Materials and Structures Testing of Serbia., 62(3), 3-17.
https://doi.org/10.5937/GRMK1903003V

Vulinović M, Milićević I, Ignjatović I. Obezbeđenje lokalne duktilnosti armiranobetonskih elemenata prema evrokodu 8 – koeficijent utezanja. in Građevinski materijali i konstrukcije. 2019;62(3):3-17.
doi:10.5937/GRMK1903003V .

Vulinović, Miloš, Milićević, Ivan, Ignjatović, Ivan, "Obezbeđenje lokalne duktilnosti armiranobetonskih elemenata prema evrokodu 8 – koeficijent utezanja" in Građevinski materijali i konstrukcije, 62, no. 3 (2019):3-17,
https://doi.org/10.5937/GRMK1903003V . .

TY  - CONF
AU  - Milićević, Ivan
AU  - Nikolić-Brzev, S.
PY  - 2018
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/1641
AB  - The majority of older existing RC buildings in regions of moderate and high seismicity are vulnerable to earthquake effects. They often do not meet current seismic codes requirements which are more stringent compared to the older codes. Addition of new RC shear walls is an effective retrofit strategy for the reduction of seismic demands on the existing members, especially in case of RC frame structures. The paper presents a case study of an existing school building located in high seismic hazard zone in Central Asia. The building is a bare RC frame structure, designed and constructed in 1960s. The seismic assessment via linear elastic and pushover analysis showed that the structure is deficient for code-prescribed earthquake intensity. A feasible retrofit scheme in the form of new RC shear walls has been developed and its effectivness was verified via linear elastic and pushover analysis.
PB  - Društvo građevinskih konstruktera Srbije, Beograd
C3  - Zbornik radova sa nacionalnog kongresa DGKS / Društvо građevinskih konstruktera Srbije, 15. kongres, 6-8. septembar 2018, Zlatibor
T1  - Seismic retrofitting of RC frame buildings by adding new RC shear walls
EP  - 193
SP  - 182
UR  - https://hdl.handle.net/21.15107/rcub_grafar_1641
ER  - 

@conference{
author = "Milićević, Ivan and Nikolić-Brzev, S.",
year = "2018",
abstract = "The majority of older existing RC buildings in regions of moderate and high seismicity are vulnerable to earthquake effects. They often do not meet current seismic codes requirements which are more stringent compared to the older codes. Addition of new RC shear walls is an effective retrofit strategy for the reduction of seismic demands on the existing members, especially in case of RC frame structures. The paper presents a case study of an existing school building located in high seismic hazard zone in Central Asia. The building is a bare RC frame structure, designed and constructed in 1960s. The seismic assessment via linear elastic and pushover analysis showed that the structure is deficient for code-prescribed earthquake intensity. A feasible retrofit scheme in the form of new RC shear walls has been developed and its effectivness was verified via linear elastic and pushover analysis.",
publisher = "Društvo građevinskih konstruktera Srbije, Beograd",
journal = "Zbornik radova sa nacionalnog kongresa DGKS / Društvо građevinskih konstruktera Srbije, 15. kongres, 6-8. septembar 2018, Zlatibor",
title = "Seismic retrofitting of RC frame buildings by adding new RC shear walls",
pages = "193-182",
url = "https://hdl.handle.net/21.15107/rcub_grafar_1641"
}

Milićević, I.,& Nikolić-Brzev, S.. (2018). Seismic retrofitting of RC frame buildings by adding new RC shear walls. in Zbornik radova sa nacionalnog kongresa DGKS / Društvо građevinskih konstruktera Srbije, 15. kongres, 6-8. septembar 2018, Zlatibor
Društvo građevinskih konstruktera Srbije, Beograd., 182-193.
https://hdl.handle.net/21.15107/rcub_grafar_1641

Milićević I, Nikolić-Brzev S. Seismic retrofitting of RC frame buildings by adding new RC shear walls. in Zbornik radova sa nacionalnog kongresa DGKS / Društvо građevinskih konstruktera Srbije, 15. kongres, 6-8. septembar 2018, Zlatibor. 2018;:182-193.
https://hdl.handle.net/21.15107/rcub_grafar_1641 .

Milićević, Ivan, Nikolić-Brzev, S., "Seismic retrofitting of RC frame buildings by adding new RC shear walls" in Zbornik radova sa nacionalnog kongresa DGKS / Društvо građevinskih konstruktera Srbije, 15. kongres, 6-8. septembar 2018, Zlatibor (2018):182-193,
https://hdl.handle.net/21.15107/rcub_grafar_1641 .

TY  - CONF
AU  - Vulinović, M.
AU  - Milićević, Ivan
AU  - Ignjatović, Ivan
PY  - 2018
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/1635
AB  - U ovom radu posebna pažnja je usmerena na efekte utezanja preseka, tj. na način na koji transverzalna armatura utiče na ojačavanje, kako materijala, tako i utegnute zone elementa. Da bi se pojasnilo praktično značenje koeficijenta utezanja iz izraza Evrokoda 8 i procenili koji deo elementa je stvarno efektivno utegnut uzengijama, analizirani su različito armirani kružni i kvadratni preseci stubova trodimenzionalnim modeliranjem. Uspostavljena je relacija između koeficijenta utezanja prema izrazima Evrokoda 8 i efektivno utegnutog dela betonskog elementa.
PB  - Društvo građevinskih konstruktera Srbije, Beograd
C3  - Zbornik radova sa nacionalnog kongresa DGKS / Društvо građevinskih konstruktera Srbije, 15. kongres, 6-8. septembar 2018, Zlatibor
T1  - Obezbeđenje lokalne duktilnosti AB elemenata po Evrokodu 8 - koeficijent utezanja
EP  - 453
SP  - 442
UR  - https://hdl.handle.net/21.15107/rcub_grafar_1635
ER  - 

@conference{
author = "Vulinović, M. and Milićević, Ivan and Ignjatović, Ivan",
year = "2018",
abstract = "U ovom radu posebna pažnja je usmerena na efekte utezanja preseka, tj. na način na koji transverzalna armatura utiče na ojačavanje, kako materijala, tako i utegnute zone elementa. Da bi se pojasnilo praktično značenje koeficijenta utezanja iz izraza Evrokoda 8 i procenili koji deo elementa je stvarno efektivno utegnut uzengijama, analizirani su različito armirani kružni i kvadratni preseci stubova trodimenzionalnim modeliranjem. Uspostavljena je relacija između koeficijenta utezanja prema izrazima Evrokoda 8 i efektivno utegnutog dela betonskog elementa.",
publisher = "Društvo građevinskih konstruktera Srbije, Beograd",
journal = "Zbornik radova sa nacionalnog kongresa DGKS / Društvо građevinskih konstruktera Srbije, 15. kongres, 6-8. septembar 2018, Zlatibor",
title = "Obezbeđenje lokalne duktilnosti AB elemenata po Evrokodu 8 - koeficijent utezanja",
pages = "453-442",
url = "https://hdl.handle.net/21.15107/rcub_grafar_1635"
}

Vulinović, M., Milićević, I.,& Ignjatović, I.. (2018). Obezbeđenje lokalne duktilnosti AB elemenata po Evrokodu 8 - koeficijent utezanja. in Zbornik radova sa nacionalnog kongresa DGKS / Društvо građevinskih konstruktera Srbije, 15. kongres, 6-8. septembar 2018, Zlatibor
Društvo građevinskih konstruktera Srbije, Beograd., 442-453.
https://hdl.handle.net/21.15107/rcub_grafar_1635

Vulinović M, Milićević I, Ignjatović I. Obezbeđenje lokalne duktilnosti AB elemenata po Evrokodu 8 - koeficijent utezanja. in Zbornik radova sa nacionalnog kongresa DGKS / Društvо građevinskih konstruktera Srbije, 15. kongres, 6-8. septembar 2018, Zlatibor. 2018;:442-453.
https://hdl.handle.net/21.15107/rcub_grafar_1635 .

Vulinović, M., Milićević, Ivan, Ignjatović, Ivan, "Obezbeđenje lokalne duktilnosti AB elemenata po Evrokodu 8 - koeficijent utezanja" in Zbornik radova sa nacionalnog kongresa DGKS / Društvо građevinskih konstruktera Srbije, 15. kongres, 6-8. septembar 2018, Zlatibor (2018):442-453,
https://hdl.handle.net/21.15107/rcub_grafar_1635 .

TY  - CONF
AU  - Bajić, P.
AU  - Milićević, Ivan
AU  - Ignjatović, Ivan
PY  - 2018
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/1625
AB  - U radu je opisan koncept proračuna za procenu stanja i oštećenja armiranobetonskih zgrada prema odredbama Evrokoda 8-3. Kako je pomenuti dokument prvi pokušaj standardizacije procene seizmičke otpornosti konstrukcija u Evropskim normama, cilj ovog rada je da se komentarima i smernicama približi koncept standarda inženjerima i olakša njegova primena u praksi. U radu je prikazan i numerički primer određivanja seizmičkog kapaciteta konstrukcije prema odredbama Evrokoda 8-3, za objekat koji je izvorno projektovan na osnovu odredbi još uvek aktuelnih domaćih pravilnika. Utvrđeno da je seizmički kapacitet konstrukcije iscprljen duktilnim mehanizmom loma za ubrzanje tla ag/g=0.197, što iznosi čak 98.5% najvećeg očekivanog ubrzanja tla za seizmičku zonu za koju je konstrukcija projektovana.
PB  - Društvo građevinskih konstruktera Srbije, Beograd
C3  - Zbornik radova sa nacionalnog kongresa DGKS / Društvо građevinskih konstruktera Srbije, 15. kongres, 6-8. septembar 2018, Zlatibor
T1  - Procena seizmičke otpornosti armiranobetonskih konstrukcija prema Evrokodu 8
EP  - 507
SP  - 498
UR  - https://hdl.handle.net/21.15107/rcub_grafar_1625
ER  - 

@conference{
author = "Bajić, P. and Milićević, Ivan and Ignjatović, Ivan",
year = "2018",
abstract = "U radu je opisan koncept proračuna za procenu stanja i oštećenja armiranobetonskih zgrada prema odredbama Evrokoda 8-3. Kako je pomenuti dokument prvi pokušaj standardizacije procene seizmičke otpornosti konstrukcija u Evropskim normama, cilj ovog rada je da se komentarima i smernicama približi koncept standarda inženjerima i olakša njegova primena u praksi. U radu je prikazan i numerički primer određivanja seizmičkog kapaciteta konstrukcije prema odredbama Evrokoda 8-3, za objekat koji je izvorno projektovan na osnovu odredbi još uvek aktuelnih domaćih pravilnika. Utvrđeno da je seizmički kapacitet konstrukcije iscprljen duktilnim mehanizmom loma za ubrzanje tla ag/g=0.197, što iznosi čak 98.5% najvećeg očekivanog ubrzanja tla za seizmičku zonu za koju je konstrukcija projektovana.",
publisher = "Društvo građevinskih konstruktera Srbije, Beograd",
journal = "Zbornik radova sa nacionalnog kongresa DGKS / Društvо građevinskih konstruktera Srbije, 15. kongres, 6-8. septembar 2018, Zlatibor",
title = "Procena seizmičke otpornosti armiranobetonskih konstrukcija prema Evrokodu 8",
pages = "507-498",
url = "https://hdl.handle.net/21.15107/rcub_grafar_1625"
}

Bajić, P., Milićević, I.,& Ignjatović, I.. (2018). Procena seizmičke otpornosti armiranobetonskih konstrukcija prema Evrokodu 8. in Zbornik radova sa nacionalnog kongresa DGKS / Društvо građevinskih konstruktera Srbije, 15. kongres, 6-8. septembar 2018, Zlatibor
Društvo građevinskih konstruktera Srbije, Beograd., 498-507.
https://hdl.handle.net/21.15107/rcub_grafar_1625

Bajić P, Milićević I, Ignjatović I. Procena seizmičke otpornosti armiranobetonskih konstrukcija prema Evrokodu 8. in Zbornik radova sa nacionalnog kongresa DGKS / Društvо građevinskih konstruktera Srbije, 15. kongres, 6-8. septembar 2018, Zlatibor. 2018;:498-507.
https://hdl.handle.net/21.15107/rcub_grafar_1625 .

Bajić, P., Milićević, Ivan, Ignjatović, Ivan, "Procena seizmičke otpornosti armiranobetonskih konstrukcija prema Evrokodu 8" in Zbornik radova sa nacionalnog kongresa DGKS / Društvо građevinskih konstruktera Srbije, 15. kongres, 6-8. septembar 2018, Zlatibor (2018):498-507,
https://hdl.handle.net/21.15107/rcub_grafar_1625 .

TY  - JOUR
AU  - Milosavljević, Branko
AU  - Milićević, Ivan
AU  - Pavlović, Marko
AU  - Spremić, Milan
PY  - 2018
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/947
AB  - The research of shear connectors composed from mechanical couplers with rebar anchors, embedded in concrete, and steel bolts, as a mean of shear transfer in composite connections is presented in the paper. Specific issues related to this type of connections are local concrete pressure in the connector vicinity as well as the shear flow along the connector axis. The experimental research included 18 specimens, arranged in 5 series. Nonlinear numerical analyses using Abaqus software was conducted on corresponding FE models. Different failure modes were analysed, with emphasis on concrete edge failure and bolt shear failure. The influence of key parameters on the behaviour of shear connector was examined: (1) concrete compression strength, (2) bolt tensile strength and diameter and (3) concrete edge distance. It is concluded that bolted shear connectors with mechanical couplers have sufficient capacity to be used as shear connectors in composite structures and that their behaviour is similar to the behaviour of post installed anchors as well as other types of connectors anchored without the head.
PB  - Techno Press
T2  - Steel and Composite Structures
T1  - Static behaviour of bolted shear connectors with mechanical coupler embedded in concrete
EP  - 272
IS  - 2
SP  - 257
VL  - 29
DO  - 10.12989/scs.2018.29.2.257
ER  - 

@article{
author = "Milosavljević, Branko and Milićević, Ivan and Pavlović, Marko and Spremić, Milan",
year = "2018",
abstract = "The research of shear connectors composed from mechanical couplers with rebar anchors, embedded in concrete, and steel bolts, as a mean of shear transfer in composite connections is presented in the paper. Specific issues related to this type of connections are local concrete pressure in the connector vicinity as well as the shear flow along the connector axis. The experimental research included 18 specimens, arranged in 5 series. Nonlinear numerical analyses using Abaqus software was conducted on corresponding FE models. Different failure modes were analysed, with emphasis on concrete edge failure and bolt shear failure. The influence of key parameters on the behaviour of shear connector was examined: (1) concrete compression strength, (2) bolt tensile strength and diameter and (3) concrete edge distance. It is concluded that bolted shear connectors with mechanical couplers have sufficient capacity to be used as shear connectors in composite structures and that their behaviour is similar to the behaviour of post installed anchors as well as other types of connectors anchored without the head.",
publisher = "Techno Press",
journal = "Steel and Composite Structures",
title = "Static behaviour of bolted shear connectors with mechanical coupler embedded in concrete",
pages = "272-257",
number = "2",
volume = "29",
doi = "10.12989/scs.2018.29.2.257"
}

Milosavljević, B., Milićević, I., Pavlović, M.,& Spremić, M.. (2018). Static behaviour of bolted shear connectors with mechanical coupler embedded in concrete. in Steel and Composite Structures
Techno Press., 29(2), 257-272.
https://doi.org/10.12989/scs.2018.29.2.257

Milosavljević B, Milićević I, Pavlović M, Spremić M. Static behaviour of bolted shear connectors with mechanical coupler embedded in concrete. in Steel and Composite Structures. 2018;29(2):257-272.
doi:10.12989/scs.2018.29.2.257 .

Milosavljević, Branko, Milićević, Ivan, Pavlović, Marko, Spremić, Milan, "Static behaviour of bolted shear connectors with mechanical coupler embedded in concrete" in Steel and Composite Structures, 29, no. 2 (2018):257-272,
https://doi.org/10.12989/scs.2018.29.2.257 . .

TY  - CONF
AU  - Pecić, Nenad
AU  - Milićević, Ivan
PY  - 2017
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/1559
AB  - Eurocode 2 (EN 1992-1-1:2004) instructions for deflection control are discussed in the paper. Several problems arise with application of the span-to-depth limits. This procedure is not always applicable due to adopted pre-defined inputs and calculation of the deflections is necessary. The simplest procedure is to interpolate between deflections calculated using stiffness of the uncracked and the cracked member. This is an equivalent to the CEB bilinear method, but without explicit instruction for the interpolation coefficient. The most rigorous method of assessing deflections is based on the integration of the mean curvatures calculated at a number of cross sections along the member. This procedure may require additional adjustments in case of statically indeterminate structures.
PB  - MASE - Macedonian Association of Structural Engineers, Skopje
C3  - Proceedings / Macedonian Association of Structural Engineers, 17th International Symposium, Ohrid, Macedonia 4-7 October 2017 = Zbornik na trudovi / Društvo na gradežnite konstruktori na Makedonija, 17-ti Megunaroden simpozium, Ohrid, 4-7 oktomvri 2017
T1  - Deflection control of reinforced concrete elements according to Eurocode 2
UR  - https://hdl.handle.net/21.15107/rcub_grafar_1559
ER  - 

@conference{
author = "Pecić, Nenad and Milićević, Ivan",
year = "2017",
abstract = "Eurocode 2 (EN 1992-1-1:2004) instructions for deflection control are discussed in the paper. Several problems arise with application of the span-to-depth limits. This procedure is not always applicable due to adopted pre-defined inputs and calculation of the deflections is necessary. The simplest procedure is to interpolate between deflections calculated using stiffness of the uncracked and the cracked member. This is an equivalent to the CEB bilinear method, but without explicit instruction for the interpolation coefficient. The most rigorous method of assessing deflections is based on the integration of the mean curvatures calculated at a number of cross sections along the member. This procedure may require additional adjustments in case of statically indeterminate structures.",
publisher = "MASE - Macedonian Association of Structural Engineers, Skopje",
journal = "Proceedings / Macedonian Association of Structural Engineers, 17th International Symposium, Ohrid, Macedonia 4-7 October 2017 = Zbornik na trudovi / Društvo na gradežnite konstruktori na Makedonija, 17-ti Megunaroden simpozium, Ohrid, 4-7 oktomvri 2017",
title = "Deflection control of reinforced concrete elements according to Eurocode 2",
url = "https://hdl.handle.net/21.15107/rcub_grafar_1559"
}

Pecić, N.,& Milićević, I.. (2017). Deflection control of reinforced concrete elements according to Eurocode 2. in Proceedings / Macedonian Association of Structural Engineers, 17th International Symposium, Ohrid, Macedonia 4-7 October 2017 = Zbornik na trudovi / Društvo na gradežnite konstruktori na Makedonija, 17-ti Megunaroden simpozium, Ohrid, 4-7 oktomvri 2017
MASE - Macedonian Association of Structural Engineers, Skopje..
https://hdl.handle.net/21.15107/rcub_grafar_1559

Pecić N, Milićević I. Deflection control of reinforced concrete elements according to Eurocode 2. in Proceedings / Macedonian Association of Structural Engineers, 17th International Symposium, Ohrid, Macedonia 4-7 October 2017 = Zbornik na trudovi / Društvo na gradežnite konstruktori na Makedonija, 17-ti Megunaroden simpozium, Ohrid, 4-7 oktomvri 2017. 2017;.
https://hdl.handle.net/21.15107/rcub_grafar_1559 .

Pecić, Nenad, Milićević, Ivan, "Deflection control of reinforced concrete elements according to Eurocode 2" in Proceedings / Macedonian Association of Structural Engineers, 17th International Symposium, Ohrid, Macedonia 4-7 October 2017 = Zbornik na trudovi / Društvo na gradežnite konstruktori na Makedonija, 17-ti Megunaroden simpozium, Ohrid, 4-7 oktomvri 2017 (2017),
https://hdl.handle.net/21.15107/rcub_grafar_1559 .

TY  - CONF
AU  - Dragaš, Jelena
AU  - Ignjatović, Ivan
AU  - Marinković, Snežana
AU  - Tošić, Nikola
AU  - Milićević, Ivan
PY  - 2017
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/1557
PB  - MASE - Macedonian Association of Structurel Engineers, Skopje
C3  - Proceedings / Macedonian Association of Structural Engineers, 17th International Symposium, Ohrid, Macedonia 4-7 October 2017 = Zbornik na trudovi / Društvo na gradežnite konstruktori na Makedonija, 17-ti Megunaroden simpozium, Ohrid, 4-7 oktomvri 2017
T1  - High-volume fly ash concrete: Part 1: Mechanical properties and k-value concept
EP  - 690
SP  - 679
UR  - https://hdl.handle.net/21.15107/rcub_grafar_1557
ER  - 

@conference{
author = "Dragaš, Jelena and Ignjatović, Ivan and Marinković, Snežana and Tošić, Nikola and Milićević, Ivan",
year = "2017",
publisher = "MASE - Macedonian Association of Structurel Engineers, Skopje",
journal = "Proceedings / Macedonian Association of Structural Engineers, 17th International Symposium, Ohrid, Macedonia 4-7 October 2017 = Zbornik na trudovi / Društvo na gradežnite konstruktori na Makedonija, 17-ti Megunaroden simpozium, Ohrid, 4-7 oktomvri 2017",
title = "High-volume fly ash concrete: Part 1: Mechanical properties and k-value concept",
pages = "690-679",
url = "https://hdl.handle.net/21.15107/rcub_grafar_1557"
}

Dragaš, J., Ignjatović, I., Marinković, S., Tošić, N.,& Milićević, I.. (2017). High-volume fly ash concrete: Part 1: Mechanical properties and k-value concept. in Proceedings / Macedonian Association of Structural Engineers, 17th International Symposium, Ohrid, Macedonia 4-7 October 2017 = Zbornik na trudovi / Društvo na gradežnite konstruktori na Makedonija, 17-ti Megunaroden simpozium, Ohrid, 4-7 oktomvri 2017
MASE - Macedonian Association of Structurel Engineers, Skopje., 679-690.
https://hdl.handle.net/21.15107/rcub_grafar_1557

Dragaš J, Ignjatović I, Marinković S, Tošić N, Milićević I. High-volume fly ash concrete: Part 1: Mechanical properties and k-value concept. in Proceedings / Macedonian Association of Structural Engineers, 17th International Symposium, Ohrid, Macedonia 4-7 October 2017 = Zbornik na trudovi / Društvo na gradežnite konstruktori na Makedonija, 17-ti Megunaroden simpozium, Ohrid, 4-7 oktomvri 2017. 2017;:679-690.
https://hdl.handle.net/21.15107/rcub_grafar_1557 .

Dragaš, Jelena, Ignjatović, Ivan, Marinković, Snežana, Tošić, Nikola, Milićević, Ivan, "High-volume fly ash concrete: Part 1: Mechanical properties and k-value concept" in Proceedings / Macedonian Association of Structural Engineers, 17th International Symposium, Ohrid, Macedonia 4-7 October 2017 = Zbornik na trudovi / Društvo na gradežnite konstruktori na Makedonija, 17-ti Megunaroden simpozium, Ohrid, 4-7 oktomvri 2017 (2017):679-690,
https://hdl.handle.net/21.15107/rcub_grafar_1557 .

TY  - JOUR
AU  - Milićević, Ivan
AU  - Pecić, Nenad
PY  - 2017
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/840
AB  - This paper presents the procedure for calculation of creep coefficient and shrinkage strain according to Eurocode 2 (SRPS EN 1992-1-1:2004). The calculated values of final creep coefficient and shrinkage strain, for the usual design conditions, are given in Annexes. The influence of key parameters on final creep coefficient and shrinkage strain is analyzed and the comparison between their final values calculated according to Eurocode 2 and BAB 87 is presented.
AB  - U tekstu je prikazan postupak izračunanja vrednosti koeficijenta tečenja i dilatacije skupljanja prema Evrokodu 2 (SRPS EN 1992-1-1:2004). Izračunate vrednosti, za uobičajene proračunske uslove, su date u priloženim tabelama. Analiziran je uticaj pojedinih parametara na konačne vrednosti i urađeno poređenje vrednosti određenih prema Evrokodu 2 i PBAB 87.
PB  - Savez inženjera i tehničara Srbije, Beograd
T2  - Tehnika
T1  - Creep and shrinkage of concrete according to Eurocode 2
T1  - Deformacije tečenja i skupljanja betona prema Evrokodu 2
EP  - 663
IS  - 5
SP  - 655
VL  - 72
DO  - 10.5937/tehnika1705655M
ER  - 

@article{
author = "Milićević, Ivan and Pecić, Nenad",
year = "2017",
abstract = "This paper presents the procedure for calculation of creep coefficient and shrinkage strain according to Eurocode 2 (SRPS EN 1992-1-1:2004). The calculated values of final creep coefficient and shrinkage strain, for the usual design conditions, are given in Annexes. The influence of key parameters on final creep coefficient and shrinkage strain is analyzed and the comparison between their final values calculated according to Eurocode 2 and BAB 87 is presented., U tekstu je prikazan postupak izračunanja vrednosti koeficijenta tečenja i dilatacije skupljanja prema Evrokodu 2 (SRPS EN 1992-1-1:2004). Izračunate vrednosti, za uobičajene proračunske uslove, su date u priloženim tabelama. Analiziran je uticaj pojedinih parametara na konačne vrednosti i urađeno poređenje vrednosti određenih prema Evrokodu 2 i PBAB 87.",
publisher = "Savez inženjera i tehničara Srbije, Beograd",
journal = "Tehnika",
title = "Creep and shrinkage of concrete according to Eurocode 2, Deformacije tečenja i skupljanja betona prema Evrokodu 2",
pages = "663-655",
number = "5",
volume = "72",
doi = "10.5937/tehnika1705655M"
}

Milićević, I.,& Pecić, N.. (2017). Creep and shrinkage of concrete according to Eurocode 2. in Tehnika
Savez inženjera i tehničara Srbije, Beograd., 72(5), 655-663.
https://doi.org/10.5937/tehnika1705655M

Milićević I, Pecić N. Creep and shrinkage of concrete according to Eurocode 2. in Tehnika. 2017;72(5):655-663.
doi:10.5937/tehnika1705655M .

Milićević, Ivan, Pecić, Nenad, "Creep and shrinkage of concrete according to Eurocode 2" in Tehnika, 72, no. 5 (2017):655-663,
https://doi.org/10.5937/tehnika1705655M . .

TY  - JOUR
AU  - Milićević, Ivan
AU  - Ignjatović, Ivan
PY  - 2017
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/900
AB  - Analysis of conceptual design of reinforced concrete (RC) structure with secondary seismic elements in compliance with Eurocode 8 is presented in this paper. The application of this concept is complex due to the requirements regarding the classification and calculation of design internal forces, although the contribution of these elements in the total structural stiffness is neglected. The basic calculations of 8-story RC structure are performed with the main goal to emphasize and explain the problems of utilization of this concept. Its advantages are clearly presented and critical analysis of application in aseismic structural design is performed. The results of comparative analysis of structural design in which some structural elements are treated as a primary or as a secondary are presented.
AB  - U radu je analiziran koncept proračuna armirano-betonske konstrukcije sa sekundarnim seizmičkim elementima prema zahtevima Evrokoda 8. Iako se doprinos krutosti ovih elemenata zanemaruje prilikom seizmičkog odgovora konstrukcije, primena ovog koncepta je kompleksna zbog niza zahteva u pogledu klasifikacije i načina proračuna statičkih uticaja. S ciljem da se istaknu i objasne specifičnosti primene, pokažu prednosti, ali i kritički razmotri upotreba opcije sekundarnih elemenata, izvršen je proračun osmoetažne armiranobetonske konstrukcije. Prikazane su dve metode za klasifikaciju sekundarnih elemenata, način proračuna uticaja u njima, kao i rezultati uporedne analize u kojoj su određeni elementi konstrukcije razmatrani kao primarni i kao sekundarni.
PB  - Društvo za ispitivanje i istraživanje materijala i konstrukcija Srbije, Beograd
T2  - Građevinski materijali i konstrukcije
T1  - The analysis of application of secondary seismic elements in design according to Eurocode 8
T1  - Analiza primene sekundarnih seizmičkih elemenata u proračunu prema Evrokodu 8
EP  - 29
IS  - 3
SP  - 15
VL  - 60
DO  - 10.5937/GRMK1703015M
ER  - 

@article{
author = "Milićević, Ivan and Ignjatović, Ivan",
year = "2017",
abstract = "Analysis of conceptual design of reinforced concrete (RC) structure with secondary seismic elements in compliance with Eurocode 8 is presented in this paper. The application of this concept is complex due to the requirements regarding the classification and calculation of design internal forces, although the contribution of these elements in the total structural stiffness is neglected. The basic calculations of 8-story RC structure are performed with the main goal to emphasize and explain the problems of utilization of this concept. Its advantages are clearly presented and critical analysis of application in aseismic structural design is performed. The results of comparative analysis of structural design in which some structural elements are treated as a primary or as a secondary are presented., U radu je analiziran koncept proračuna armirano-betonske konstrukcije sa sekundarnim seizmičkim elementima prema zahtevima Evrokoda 8. Iako se doprinos krutosti ovih elemenata zanemaruje prilikom seizmičkog odgovora konstrukcije, primena ovog koncepta je kompleksna zbog niza zahteva u pogledu klasifikacije i načina proračuna statičkih uticaja. S ciljem da se istaknu i objasne specifičnosti primene, pokažu prednosti, ali i kritički razmotri upotreba opcije sekundarnih elemenata, izvršen je proračun osmoetažne armiranobetonske konstrukcije. Prikazane su dve metode za klasifikaciju sekundarnih elemenata, način proračuna uticaja u njima, kao i rezultati uporedne analize u kojoj su određeni elementi konstrukcije razmatrani kao primarni i kao sekundarni.",
publisher = "Društvo za ispitivanje i istraživanje materijala i konstrukcija Srbije, Beograd",
journal = "Građevinski materijali i konstrukcije",
title = "The analysis of application of secondary seismic elements in design according to Eurocode 8, Analiza primene sekundarnih seizmičkih elemenata u proračunu prema Evrokodu 8",
pages = "29-15",
number = "3",
volume = "60",
doi = "10.5937/GRMK1703015M"
}

Milićević, I.,& Ignjatović, I.. (2017). The analysis of application of secondary seismic elements in design according to Eurocode 8. in Građevinski materijali i konstrukcije
Društvo za ispitivanje i istraživanje materijala i konstrukcija Srbije, Beograd., 60(3), 15-29.
https://doi.org/10.5937/GRMK1703015M

Milićević I, Ignjatović I. The analysis of application of secondary seismic elements in design according to Eurocode 8. in Građevinski materijali i konstrukcije. 2017;60(3):15-29.
doi:10.5937/GRMK1703015M .

Milićević, Ivan, Ignjatović, Ivan, "The analysis of application of secondary seismic elements in design according to Eurocode 8" in Građevinski materijali i konstrukcije, 60, no. 3 (2017):15-29,
https://doi.org/10.5937/GRMK1703015M . .

TY  - CONF
AU  - Mirković, Nikola
AU  - Milićević, Ivan
AU  - Šumarac, Dragoslav
PY  - 2016
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/1407
AB  - The paper analyzes the results of reinforced concrete flat slabs, using different methods based on the theory of elasticity and theory of plasticity. Were considered three methods: stripe method, method according to Hillerborg and Wiesinger and Yield Line theory. The stripe method based on the theory of elasticity and is one of the most commonly used methods for calculation flat slabs, which are recommended by many regulations for calculation reinforced concrete structures. This paper also presents two methods based on the theory of plasticity, the method according to Hillerborg and Wiesinger - lower bound and Yield Line theory - upper bound, which uses a solutions of Johansen. Solutions obtained by these methods define limits interval of critical load. Review the basic theoretical hypothesis of all these methods and their application to flat slabs. Conducted calculation according to Eurocode 2 with a regular arrangement of pillars, analyzed the results and commented differences that occur as a result of the adoption of various hypothesis.
AB  - U radu su analizirani rezultati proračuna armiranobetonskih ploča direktno oslonjenih na stubove, koristeći različite metode koje se zasnivaju na teoriji elastičnosti i teoriji plastičnosti. Razmatrane su tri metode: metoda ekvivalentnih traka, metoda prema Hillerborg-u i Wiesinger-u i metoda linija loma. Metoda ekvivalentnih traka zasniva se na teoriji elastičnosti i jedna je od najčešće primenjivanih metoda za proračun ploča direktno oslonjenih na stubove, koju preporučuju mnogi propisi za proračun armiranobetonskih konstrukcija. U radu su predstavljene i dve metode koje se zasnivaju na teoriji plastičnosti, metoda prema Hillerborg-u i Wiesinger-u teorija donje granice i metoda linija loma (Yield Line theory) teorija gornje granice, koja koristi rešenja Johansen-a. Rešenja dobijena ovim metodama definišu granice intervala kritičnog opterećenja. Prikazane su osnovne teorijske pretpostavke svih navedenih metoda kao i njihova primena na ploče direktno oslonjene na stubove. Sproveden je proračun ploče prema Evrokodu 2 sa pravilnim rasporedom stubova, analizirani su rezultati i komentarisane razlike koje se javljaju kao posledica usvajanja različitih pretpostavki.
PB  - Građevinski fakultet Subotica, Subotica
C3  - Zbornik radova 4. međunarodne konferencije Savremena dostignuća u građevinarstvu 2016
T1  - Review of the methods for analysis of flat slabs
T1  - Prikaz metoda za proračun ploča direktno oslonjenih na stubove
EP  - 68
SP  - 59
VL  - 32
DO  - 10.14415/konferencijaGFS2016.004
ER  - 

@conference{
author = "Mirković, Nikola and Milićević, Ivan and Šumarac, Dragoslav",
year = "2016",
abstract = "The paper analyzes the results of reinforced concrete flat slabs, using different methods based on the theory of elasticity and theory of plasticity. Were considered three methods: stripe method, method according to Hillerborg and Wiesinger and Yield Line theory. The stripe method based on the theory of elasticity and is one of the most commonly used methods for calculation flat slabs, which are recommended by many regulations for calculation reinforced concrete structures. This paper also presents two methods based on the theory of plasticity, the method according to Hillerborg and Wiesinger - lower bound and Yield Line theory - upper bound, which uses a solutions of Johansen. Solutions obtained by these methods define limits interval of critical load. Review the basic theoretical hypothesis of all these methods and their application to flat slabs. Conducted calculation according to Eurocode 2 with a regular arrangement of pillars, analyzed the results and commented differences that occur as a result of the adoption of various hypothesis., U radu su analizirani rezultati proračuna armiranobetonskih ploča direktno oslonjenih na stubove, koristeći različite metode koje se zasnivaju na teoriji elastičnosti i teoriji plastičnosti. Razmatrane su tri metode: metoda ekvivalentnih traka, metoda prema Hillerborg-u i Wiesinger-u i metoda linija loma. Metoda ekvivalentnih traka zasniva se na teoriji elastičnosti i jedna je od najčešće primenjivanih metoda za proračun ploča direktno oslonjenih na stubove, koju preporučuju mnogi propisi za proračun armiranobetonskih konstrukcija. U radu su predstavljene i dve metode koje se zasnivaju na teoriji plastičnosti, metoda prema Hillerborg-u i Wiesinger-u teorija donje granice i metoda linija loma (Yield Line theory) teorija gornje granice, koja koristi rešenja Johansen-a. Rešenja dobijena ovim metodama definišu granice intervala kritičnog opterećenja. Prikazane su osnovne teorijske pretpostavke svih navedenih metoda kao i njihova primena na ploče direktno oslonjene na stubove. Sproveden je proračun ploče prema Evrokodu 2 sa pravilnim rasporedom stubova, analizirani su rezultati i komentarisane razlike koje se javljaju kao posledica usvajanja različitih pretpostavki.",
publisher = "Građevinski fakultet Subotica, Subotica",
journal = "Zbornik radova 4. međunarodne konferencije Savremena dostignuća u građevinarstvu 2016",
title = "Review of the methods for analysis of flat slabs, Prikaz metoda za proračun ploča direktno oslonjenih na stubove",
pages = "68-59",
volume = "32",
doi = "10.14415/konferencijaGFS2016.004"
}

Mirković, N., Milićević, I.,& Šumarac, D.. (2016). Review of the methods for analysis of flat slabs. in Zbornik radova 4. međunarodne konferencije Savremena dostignuća u građevinarstvu 2016
Građevinski fakultet Subotica, Subotica., 32, 59-68.
https://doi.org/10.14415/konferencijaGFS2016.004

Mirković N, Milićević I, Šumarac D. Review of the methods for analysis of flat slabs. in Zbornik radova 4. međunarodne konferencije Savremena dostignuća u građevinarstvu 2016. 2016;32:59-68.
doi:10.14415/konferencijaGFS2016.004 .

Mirković, Nikola, Milićević, Ivan, Šumarac, Dragoslav, "Review of the methods for analysis of flat slabs" in Zbornik radova 4. međunarodne konferencije Savremena dostignuća u građevinarstvu 2016, 32 (2016):59-68,
https://doi.org/10.14415/konferencijaGFS2016.004 . .

TY  - CONF
AU  - Milićević, Ivan
AU  - Lađinović, Đorđe
AU  - Marković, Zlatko
AU  - Stevanović, Boško
AU  - Ignjatović, Ivan
PY  - 2016
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/1502
AB  - U radu je analiziran koncept proračuna armiranobetonske konstrukcije sa sekundarnim seizmičkim elementima prema zahtevima Evrokoda 8. Iako se doprinos krutosti ovih elemenata zanemaruje prilikom seizmičkog odgovora konstrukcije, primena ovog koncepta usložnjena je nizom zahteva po pitanju klasifikacije i načina proračuna statičkih uticaja. Sa ciljem da se istaknu i objasne specifičnosti primene, pokažu prednosti, ali i kritički razmotri upotreba opcije sekundarnih elemenata, izvršen je proračun osmoetažne armiranobetonske konstrukcije. Prikazane su dve metode za klasifikaciju sekundarnih elemenata, način proračuna uticaja u njima, kao i rezultati uporedne analize u kojoj su određeni elementi konstrukcije razmatrani kao primarni i kao sekundarni.
PB  - Društvo građevinskih konstruktera Srbije, Beograd
C3  - Zbornik radova / Društvо građevinskih konstruktera Srbije, Simpozijum 2016, 15-17. septembar, Zlatibor
T1  - Koncept proračuna sekundarnih seizimčkih elemenata prema Evrokodu 8
EP  - 311
SP  - 300
UR  - https://hdl.handle.net/21.15107/rcub_grafar_1502
ER  - 

@conference{
author = "Milićević, Ivan and Lađinović, Đorđe and Marković, Zlatko and Stevanović, Boško and Ignjatović, Ivan",
year = "2016",
abstract = "U radu je analiziran koncept proračuna armiranobetonske konstrukcije sa sekundarnim seizmičkim elementima prema zahtevima Evrokoda 8. Iako se doprinos krutosti ovih elemenata zanemaruje prilikom seizmičkog odgovora konstrukcije, primena ovog koncepta usložnjena je nizom zahteva po pitanju klasifikacije i načina proračuna statičkih uticaja. Sa ciljem da se istaknu i objasne specifičnosti primene, pokažu prednosti, ali i kritički razmotri upotreba opcije sekundarnih elemenata, izvršen je proračun osmoetažne armiranobetonske konstrukcije. Prikazane su dve metode za klasifikaciju sekundarnih elemenata, način proračuna uticaja u njima, kao i rezultati uporedne analize u kojoj su određeni elementi konstrukcije razmatrani kao primarni i kao sekundarni.",
publisher = "Društvo građevinskih konstruktera Srbije, Beograd",
journal = "Zbornik radova / Društvо građevinskih konstruktera Srbije, Simpozijum 2016, 15-17. septembar, Zlatibor",
title = "Koncept proračuna sekundarnih seizimčkih elemenata prema Evrokodu 8",
pages = "311-300",
url = "https://hdl.handle.net/21.15107/rcub_grafar_1502"
}

Milićević, I., Lađinović, Đ., Marković, Z., Stevanović, B.,& Ignjatović, I.. (2016). Koncept proračuna sekundarnih seizimčkih elemenata prema Evrokodu 8. in Zbornik radova / Društvо građevinskih konstruktera Srbije, Simpozijum 2016, 15-17. septembar, Zlatibor
Društvo građevinskih konstruktera Srbije, Beograd., 300-311.
https://hdl.handle.net/21.15107/rcub_grafar_1502

Milićević I, Lađinović Đ, Marković Z, Stevanović B, Ignjatović I. Koncept proračuna sekundarnih seizimčkih elemenata prema Evrokodu 8. in Zbornik radova / Društvо građevinskih konstruktera Srbije, Simpozijum 2016, 15-17. septembar, Zlatibor. 2016;:300-311.
https://hdl.handle.net/21.15107/rcub_grafar_1502 .

Milićević, Ivan, Lađinović, Đorđe, Marković, Zlatko, Stevanović, Boško, Ignjatović, Ivan, "Koncept proračuna sekundarnih seizimčkih elemenata prema Evrokodu 8" in Zbornik radova / Društvо građevinskih konstruktera Srbije, Simpozijum 2016, 15-17. septembar, Zlatibor (2016):300-311,
https://hdl.handle.net/21.15107/rcub_grafar_1502 .