Žugić, Željko

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  • Žugić, Željko (7)
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Author's Bibliography

Performance of masonry buildings during the November 26, 2019 Albania earthquake (Mw 6.4) and December 29, 2020 Petrinja earthquake (Mw 6.4)

Marinković, Marko; Brzev, Svetlana; Blagojević, Nikola; Milićević, Ivan; Žugić, Željko; Bursać, Petar

(2022)

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 .

Performance of reinforced concrete buildings during the November 26, 2019 Albania earthquake (Mw 6.4) and December 29, 2020 Petrinja earthquake (Mw 6.4)

Marinković, Marko; Baballeku, Markel; Isufi, Brisid; Milićević, Ivan; Brzev, Svetlana; Blagojević, Nikola; Žugić, Željko; Bursać, Petar

(2022)

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 .

Sistem baznih seizmičkih izolatora i prigušivača objekta sa opremom osetljivom na vibracije

Marinković, Marko; Radišić, Marko; Stošić, Saša; Žugić, Željko

(2022)

TY  - GEN
AU  - Marinković, Marko
AU  - Radišić, Marko
AU  - Stošić, Saša
AU  - Žugić, Željko
PY  - 2022
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/3017
T2  - Novo tehničko rešenje (metoda) primenjeno na nacionalnom nivou
T1  - Sistem baznih seizmičkih izolatora i prigušivača objekta sa opremom osetljivom na vibracije
UR  - https://hdl.handle.net/21.15107/rcub_grafar_3017
ER  - 
@misc{
author = "Marinković, Marko and Radišić, Marko and Stošić, Saša and Žugić, Željko",
year = "2022",
journal = "Novo tehničko rešenje (metoda) primenjeno na nacionalnom nivou",
title = "Sistem baznih seizmičkih izolatora i prigušivača objekta sa opremom osetljivom na vibracije",
url = "https://hdl.handle.net/21.15107/rcub_grafar_3017"
}
Marinković, M., Radišić, M., Stošić, S.,& Žugić, Ž.. (2022). Sistem baznih seizmičkih izolatora i prigušivača objekta sa opremom osetljivom na vibracije. in Novo tehničko rešenje (metoda) primenjeno na nacionalnom nivou.
https://hdl.handle.net/21.15107/rcub_grafar_3017
Marinković M, Radišić M, Stošić S, Žugić Ž. Sistem baznih seizmičkih izolatora i prigušivača objekta sa opremom osetljivom na vibracije. in Novo tehničko rešenje (metoda) primenjeno na nacionalnom nivou. 2022;.
https://hdl.handle.net/21.15107/rcub_grafar_3017 .
Marinković, Marko, Radišić, Marko, Stošić, Saša, Žugić, Željko, "Sistem baznih seizmičkih izolatora i prigušivača objekta sa opremom osetljivom na vibracije" in Novo tehničko rešenje (metoda) primenjeno na nacionalnom nivou (2022),
https://hdl.handle.net/21.15107/rcub_grafar_3017 .

Seismic performance of school buildings in recent earthquakes: lessons for Serbia

Marinković, Marko; Brzev, Svetlana; Krtinić, Nemanja; Žugić, Željko

(2022)

TY  - CONF
AU  - Marinković, Marko
AU  - Brzev, Svetlana
AU  - Krtinić, Nemanja
AU  - Žugić, Željko
PY  - 2022
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/2871
AB  - Seismic safety of schools should be one of the highest priorities for each community. Besides being important to design the school buildings such as to avoid damage or collapse in earthquakes, they should also remain safe and functional as a shelter for evacuation after an earthquake. The aim of this paper is to raise awareness of the importance to study and assess the seismic risk of existing schools, as well as to emphasize a need for adequate seismic design of new school buildings. Examples of damage in school buildings due to recent earthquakes in the region were presented since they are relevant for Serbia. Observations from the survey of school buildings in Serbia have been used for a comparison with the representative examples of damaged school buildings in Croatia and Albania, thus deriving the conclusions of what could be expected in Serbia in a case of moderate earthquake.
C3  - 16th Congress of ASES 2022, 28-30 September 2022, Aranđelovac
T1  - Seismic performance of school buildings in recent earthquakes: lessons for Serbia
UR  - https://hdl.handle.net/21.15107/rcub_grafar_2871
ER  - 
@conference{
author = "Marinković, Marko and Brzev, Svetlana and Krtinić, Nemanja and Žugić, Željko",
year = "2022",
abstract = "Seismic safety of schools should be one of the highest priorities for each community. Besides being important to design the school buildings such as to avoid damage or collapse in earthquakes, they should also remain safe and functional as a shelter for evacuation after an earthquake. The aim of this paper is to raise awareness of the importance to study and assess the seismic risk of existing schools, as well as to emphasize a need for adequate seismic design of new school buildings. Examples of damage in school buildings due to recent earthquakes in the region were presented since they are relevant for Serbia. Observations from the survey of school buildings in Serbia have been used for a comparison with the representative examples of damaged school buildings in Croatia and Albania, thus deriving the conclusions of what could be expected in Serbia in a case of moderate earthquake.",
journal = "16th Congress of ASES 2022, 28-30 September 2022, Aranđelovac",
title = "Seismic performance of school buildings in recent earthquakes: lessons for Serbia",
url = "https://hdl.handle.net/21.15107/rcub_grafar_2871"
}
Marinković, M., Brzev, S., Krtinić, N.,& Žugić, Ž.. (2022). Seismic performance of school buildings in recent earthquakes: lessons for Serbia. in 16th Congress of ASES 2022, 28-30 September 2022, Aranđelovac.
https://hdl.handle.net/21.15107/rcub_grafar_2871
Marinković M, Brzev S, Krtinić N, Žugić Ž. Seismic performance of school buildings in recent earthquakes: lessons for Serbia. in 16th Congress of ASES 2022, 28-30 September 2022, Aranđelovac. 2022;.
https://hdl.handle.net/21.15107/rcub_grafar_2871 .
Marinković, Marko, Brzev, Svetlana, Krtinić, Nemanja, Žugić, Željko, "Seismic performance of school buildings in recent earthquakes: lessons for Serbia" in 16th Congress of ASES 2022, 28-30 September 2022, Aranđelovac (2022),
https://hdl.handle.net/21.15107/rcub_grafar_2871 .

Pregled karakterističnih tipova oštećenja mostova usled zemljotresa

Spasojević, Dušan; Milutinović, Goran; Žugić, Željko; Marinković, Marko

(2022)

TY  - CONF
AU  - Spasojević, Dušan
AU  - Milutinović, Goran
AU  - Žugić, Željko
AU  - Marinković, Marko
PY  - 2022
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/2870
AB  - U ovom radu je prikazan pregled karakterističnih tipova oštećenja mostovskih konstrukcija zabeleženih pri zemljotresnom opterećenju. Tipovi oštećenja specifični za mostove su klasifikovani u nekoliko kategorija, kao što su dislociranje rasponske konstrukcije mosta iz ležišta, obrtanje obalnih stubova, kolapsi ležišne grede i stubova. Zatim je izvršen pregled postojećih metodologija procene štete neposredno nakon zemljotresa, za mostove (ilustrovan primerima), radi brze kategorizacije objekata, tj. njihovog oštećenja. Sve gore navedeno predstavlja važne aspekte koje treba imati u vidu tokom studijskih poseta područjima pogođenim zemljotresima.
C3  - Simpozijum DGKS
T1  - Pregled karakterističnih tipova oštećenja mostova usled zemljotresa
UR  - https://hdl.handle.net/21.15107/rcub_grafar_2870
ER  - 
@conference{
author = "Spasojević, Dušan and Milutinović, Goran and Žugić, Željko and Marinković, Marko",
year = "2022",
abstract = "U ovom radu je prikazan pregled karakterističnih tipova oštećenja mostovskih konstrukcija zabeleženih pri zemljotresnom opterećenju. Tipovi oštećenja specifični za mostove su klasifikovani u nekoliko kategorija, kao što su dislociranje rasponske konstrukcije mosta iz ležišta, obrtanje obalnih stubova, kolapsi ležišne grede i stubova. Zatim je izvršen pregled postojećih metodologija procene štete neposredno nakon zemljotresa, za mostove (ilustrovan primerima), radi brze kategorizacije objekata, tj. njihovog oštećenja. Sve gore navedeno predstavlja važne aspekte koje treba imati u vidu tokom studijskih poseta područjima pogođenim zemljotresima.",
journal = "Simpozijum DGKS",
title = "Pregled karakterističnih tipova oštećenja mostova usled zemljotresa",
url = "https://hdl.handle.net/21.15107/rcub_grafar_2870"
}
Spasojević, D., Milutinović, G., Žugić, Ž.,& Marinković, M.. (2022). Pregled karakterističnih tipova oštećenja mostova usled zemljotresa. in Simpozijum DGKS.
https://hdl.handle.net/21.15107/rcub_grafar_2870
Spasojević D, Milutinović G, Žugić Ž, Marinković M. Pregled karakterističnih tipova oštećenja mostova usled zemljotresa. in Simpozijum DGKS. 2022;.
https://hdl.handle.net/21.15107/rcub_grafar_2870 .
Spasojević, Dušan, Milutinović, Goran, Žugić, Željko, Marinković, Marko, "Pregled karakterističnih tipova oštećenja mostova usled zemljotresa" in Simpozijum DGKS (2022),
https://hdl.handle.net/21.15107/rcub_grafar_2870 .

Out-of-plane behaviour of loadbearing and non-structural masonry walls during recent earthquakes

Marinković, Marko; Brzev, Svetlana; Baballëku, Markel; Isufi, Brisid; Blagojević, Nikola; Milićević, Ivan; Žugić, Željko; Bursać, Petar

(University of Zagreb ,Faculty of Civil Engineering, 2021)

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 . .
1

Numerical Analysis of the Response of the RC Flat Slab Building under Seismic Action

Marinković, Marko; Žugić, Željko

(2021)

TY  - CONF
AU  - Marinković, Marko
AU  - Žugić, Željko
PY  - 2021
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/2477
AB  - Investigation of the behaviour of flat slab system has been intensified in the last years. Wide use of flat slab systems due to the fast construction and simplicity of formwork has as the results presence of flat slab systems in seismically active areas. Design of such systems under earthquake loading needs special attention. Therefore, Slab STRESS experimental testing campaign has been developed with the aim to expand the knowledge related to the seismic response of RC flat slab systems. The structure made of two flat slab floors supported on RC columns, having three bays in longitudinal direction and two bays in transverse direction has been tested in JRC ELSA facility. This paper presents numerical model used for simulation of experimental tests. A three dimensional detailed finite element model has been developed, taking into account material and geometric nonlinearity. RC flat slab structure is represented with its actual geometry and size. Each reinforcement bar and stirrups have been modelled as separate parts and embedded as assembly in concrete finite elements. Loads have been applied as in the experiment for all loading phases. The numerical model has been used to predict base shear forces, displacements at the floor levels as well as drift capacities. Comparison between blind prediction results of the numerical model and experimental results is presented.
C3  - fib Symposium 2021
T1  - Numerical Analysis of the Response of the RC Flat Slab Building under Seismic Action
UR  - https://hdl.handle.net/21.15107/rcub_grafar_2477
ER  - 
@conference{
author = "Marinković, Marko and Žugić, Željko",
year = "2021",
abstract = "Investigation of the behaviour of flat slab system has been intensified in the last years. Wide use of flat slab systems due to the fast construction and simplicity of formwork has as the results presence of flat slab systems in seismically active areas. Design of such systems under earthquake loading needs special attention. Therefore, Slab STRESS experimental testing campaign has been developed with the aim to expand the knowledge related to the seismic response of RC flat slab systems. The structure made of two flat slab floors supported on RC columns, having three bays in longitudinal direction and two bays in transverse direction has been tested in JRC ELSA facility. This paper presents numerical model used for simulation of experimental tests. A three dimensional detailed finite element model has been developed, taking into account material and geometric nonlinearity. RC flat slab structure is represented with its actual geometry and size. Each reinforcement bar and stirrups have been modelled as separate parts and embedded as assembly in concrete finite elements. Loads have been applied as in the experiment for all loading phases. The numerical model has been used to predict base shear forces, displacements at the floor levels as well as drift capacities. Comparison between blind prediction results of the numerical model and experimental results is presented.",
journal = "fib Symposium 2021",
title = "Numerical Analysis of the Response of the RC Flat Slab Building under Seismic Action",
url = "https://hdl.handle.net/21.15107/rcub_grafar_2477"
}
Marinković, M.,& Žugić, Ž.. (2021). Numerical Analysis of the Response of the RC Flat Slab Building under Seismic Action. in fib Symposium 2021.
https://hdl.handle.net/21.15107/rcub_grafar_2477
Marinković M, Žugić Ž. Numerical Analysis of the Response of the RC Flat Slab Building under Seismic Action. in fib Symposium 2021. 2021;.
https://hdl.handle.net/21.15107/rcub_grafar_2477 .
Marinković, Marko, Žugić, Željko, "Numerical Analysis of the Response of the RC Flat Slab Building under Seismic Action" in fib Symposium 2021 (2021),
https://hdl.handle.net/21.15107/rcub_grafar_2477 .