TY  - CONF
AU  - Brzev, Svetlana
AU  - Marinković, Marko
PY  - 2023
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/3239
AB  - : The paper discusses consequences of the February 6, 2023 earthquake sequence (a M 7.7 earthquake with epicentre in Pazarcik, followed by a M 7.5 earthquake with epicentre in Elbistan) which affected south Türkiye and northwestern part of Syria. The earthquakes caused more than 56,000 fatalities. More than 230,000 buildings experienced severe damage or collapse, while additional 40,000 buildings experienced moderate damage. The focus of the paper is on the performance of reinforced concrete buildings, which are prevalent in the affected area. The causes of structural damage are discussed in the context of the local codes, and in design and construction practices. Extensive non-structural damage was observed in these buildings, and it was caused by flexible RC frame system and inadequate amount of RC walls. The topic is relevant for Serbia since reinforced concrete is prevalent technology for buildings in our country, and some similarities in construction practices exist in Serbia and Türkiye.
PB  - Savez građevinskih inženjera Srbije
C3  - Geotechnical aspects of civil engineering and earthquake engineering, Vrnjačka Banja, 1-3. Novembar, 2023
T1  - Performance of reinforced concrete buildings in the February 6, 2023 Türkiye earthquakes
UR  - https://hdl.handle.net/21.15107/rcub_grafar_3239
ER  - 

@conference{
author = "Brzev, Svetlana and Marinković, Marko",
year = "2023",
abstract = ": The paper discusses consequences of the February 6, 2023 earthquake sequence (a M 7.7 earthquake with epicentre in Pazarcik, followed by a M 7.5 earthquake with epicentre in Elbistan) which affected south Türkiye and northwestern part of Syria. The earthquakes caused more than 56,000 fatalities. More than 230,000 buildings experienced severe damage or collapse, while additional 40,000 buildings experienced moderate damage. The focus of the paper is on the performance of reinforced concrete buildings, which are prevalent in the affected area. The causes of structural damage are discussed in the context of the local codes, and in design and construction practices. Extensive non-structural damage was observed in these buildings, and it was caused by flexible RC frame system and inadequate amount of RC walls. The topic is relevant for Serbia since reinforced concrete is prevalent technology for buildings in our country, and some similarities in construction practices exist in Serbia and Türkiye.",
publisher = "Savez građevinskih inženjera Srbije",
journal = "Geotechnical aspects of civil engineering and earthquake engineering, Vrnjačka Banja, 1-3. Novembar, 2023",
title = "Performance of reinforced concrete buildings in the February 6, 2023 Türkiye earthquakes",
url = "https://hdl.handle.net/21.15107/rcub_grafar_3239"
}

Brzev, S.,& Marinković, M.. (2023). Performance of reinforced concrete buildings in the February 6, 2023 Türkiye earthquakes. in Geotechnical aspects of civil engineering and earthquake engineering, Vrnjačka Banja, 1-3. Novembar, 2023
Savez građevinskih inženjera Srbije..
https://hdl.handle.net/21.15107/rcub_grafar_3239

Brzev S, Marinković M. Performance of reinforced concrete buildings in the February 6, 2023 Türkiye earthquakes. in Geotechnical aspects of civil engineering and earthquake engineering, Vrnjačka Banja, 1-3. Novembar, 2023. 2023;.
https://hdl.handle.net/21.15107/rcub_grafar_3239 .

Brzev, Svetlana, Marinković, Marko, "Performance of reinforced concrete buildings in the February 6, 2023 Türkiye earthquakes" in Geotechnical aspects of civil engineering and earthquake engineering, Vrnjačka Banja, 1-3. Novembar, 2023 (2023),
https://hdl.handle.net/21.15107/rcub_grafar_3239 .

TY  - CONF
AU  - Brzev, Svetlana
AU  - Borozan, Jovana
AU  - Marinković, Marko
AU  - Hadzima-Nyarko, Marijana
AU  - Blagojević, Nikola
AU  - Petrović, Milica
AU  - Koković, Veljko
AU  - Stojadinović, Božidar
PY  - 2023
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/3196
AB  - Developing a classification system (taxonomy) for buildings is a critical step for seismic risk assessment studies. Such a system can be used to characterize a building portfolio within urban/rural settlements or building stock for the entire country. Serbia is located in a region characterized by a moderate seismic hazard. In the last century, 10 earthquakes of magnitude 5.0 and higher occurred in Serbia, the strongest (M 6.0) in 1922. The strongest earthquake in the 21st century (Mw 5.5), with an epicenter close to Kraljevo, occurred in November 2010 and caused significant damage to residential buildings. In 2019, members of the Serbian Association for Earthquake Engineering (SUZI-SAEE) contributed to the SERA project and its goal to develop a seismic risk model for Europe. A taxonomy of residential buildings in Serbia was developed based on previous national and regional building stock studies. The proposed taxonomy includes the Lateral Load-Resisting System (LLRS) (e.g., wall, frame, dual wall-frame system) and material of the LLRS (e.g., masonry, concrete, wood) as the main attributes. The type of floor diaphragm (rigid or flexible) has been specified only for masonry typologies with unreinforced masonry walls, while building height and date of construction have been implicitly considered. According to the proposed taxonomy, there are 9 residential building typologies in Serbia; out of those, 5 typologies are related to masonry structures, 3 are related to RC structures, and one is related to wood structures. This paper describes the proposed taxonomy and outlines the characteristic features of different building typologies and their relevance for estimating seismic vulnerability and risk. A comparison of the proposed taxonomy for Serbia and published taxonomies for Croatia is also presented.
C3  - Proceedings of the 2nd Croatian Conference on Earthquake Engineering - 2CroCEE Zagreb, Croatia - March 22 to 24, 2023
T1  - Classification of residential building stock in Serbia
DO  - 10.5592/CO/2CroCEE.2023.100
ER  - 

@conference{
author = "Brzev, Svetlana and Borozan, Jovana and Marinković, Marko and Hadzima-Nyarko, Marijana and Blagojević, Nikola and Petrović, Milica and Koković, Veljko and Stojadinović, Božidar",
year = "2023",
abstract = "Developing a classification system (taxonomy) for buildings is a critical step for seismic risk assessment studies. Such a system can be used to characterize a building portfolio within urban/rural settlements or building stock for the entire country. Serbia is located in a region characterized by a moderate seismic hazard. In the last century, 10 earthquakes of magnitude 5.0 and higher occurred in Serbia, the strongest (M 6.0) in 1922. The strongest earthquake in the 21st century (Mw 5.5), with an epicenter close to Kraljevo, occurred in November 2010 and caused significant damage to residential buildings. In 2019, members of the Serbian Association for Earthquake Engineering (SUZI-SAEE) contributed to the SERA project and its goal to develop a seismic risk model for Europe. A taxonomy of residential buildings in Serbia was developed based on previous national and regional building stock studies. The proposed taxonomy includes the Lateral Load-Resisting System (LLRS) (e.g., wall, frame, dual wall-frame system) and material of the LLRS (e.g., masonry, concrete, wood) as the main attributes. The type of floor diaphragm (rigid or flexible) has been specified only for masonry typologies with unreinforced masonry walls, while building height and date of construction have been implicitly considered. According to the proposed taxonomy, there are 9 residential building typologies in Serbia; out of those, 5 typologies are related to masonry structures, 3 are related to RC structures, and one is related to wood structures. This paper describes the proposed taxonomy and outlines the characteristic features of different building typologies and their relevance for estimating seismic vulnerability and risk. A comparison of the proposed taxonomy for Serbia and published taxonomies for Croatia is also presented.",
journal = "Proceedings of the 2nd Croatian Conference on Earthquake Engineering - 2CroCEE Zagreb, Croatia - March 22 to 24, 2023",
title = "Classification of residential building stock in Serbia",
doi = "10.5592/CO/2CroCEE.2023.100"
}

Brzev, S., Borozan, J., Marinković, M., Hadzima-Nyarko, M., Blagojević, N., Petrović, M., Koković, V.,& Stojadinović, B.. (2023). Classification of residential building stock in Serbia. in Proceedings of the 2nd Croatian Conference on Earthquake Engineering - 2CroCEE Zagreb, Croatia - March 22 to 24, 2023.
https://doi.org/10.5592/CO/2CroCEE.2023.100

Brzev S, Borozan J, Marinković M, Hadzima-Nyarko M, Blagojević N, Petrović M, Koković V, Stojadinović B. Classification of residential building stock in Serbia. in Proceedings of the 2nd Croatian Conference on Earthquake Engineering - 2CroCEE Zagreb, Croatia - March 22 to 24, 2023. 2023;.
doi:10.5592/CO/2CroCEE.2023.100 .

Brzev, Svetlana, Borozan, Jovana, Marinković, Marko, Hadzima-Nyarko, Marijana, Blagojević, Nikola, Petrović, Milica, Koković, Veljko, Stojadinović, Božidar, "Classification of residential building stock in Serbia" in Proceedings of the 2nd Croatian Conference on Earthquake Engineering - 2CroCEE Zagreb, Croatia - March 22 to 24, 2023 (2023),
https://doi.org/10.5592/CO/2CroCEE.2023.100 . .

TY  - JOUR
AU  - Blagojević, Nikola
AU  - Brzev, Svetlana
AU  - Petrović, Milica
AU  - Borozan, Jovana
AU  - Bulajić, Borko
AU  - Marinković, Marko
AU  - Hadzima-Nyarko, Marijana
AU  - Koković, Veljko
AU  - Stojadinović, Božidar
PY  - 2023
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/3077
AB  - Regional seismic risk assessment is necessary for designing effective seismic risk mitigation measures. In general, such risk assessment studies consist of three components: hazard, vulnerability, and exposure modelling. This paper lays the foundations for regional seismic risk assessment of the residential building stock in Serbia and addresses each of the three seismic risk assessment components, either by reviewing the existing or proposing novel models. First, a review of seismic hazard models and seismic design codes used in Serbia in the past 70 years was presented. Next, an overview of Serbia’s population metrics and historical development of Serbian’s residential building stock was presented to provide the context for the exposure model. Furthermore, the paper proposed a novel building classification for Serbia's residential building stock, which is based on the existing building taxonomies, but it has been adapted to account for the local building characteristics. Building damage patterns reported in past earthquakes in Serbia and neighbouring countries were reviewed as a basis for damage classification pertaining to building typologies included in the proposed classification. Finally, the results of a preliminary vulnerability model were presented in the form of expert-based fragility functions derived for buildings typical of Serbia's residential building stock.
T2  - Bulletin of Earthquake Engineering
T1  - Residential Building Stock in Serbia: Classification and Vulnerability for Seismic Risk Studies
DO  - 10.1007/s10518-023-01676-0
ER  - 

@article{
author = "Blagojević, Nikola and Brzev, Svetlana and Petrović, Milica and Borozan, Jovana and Bulajić, Borko and Marinković, Marko and Hadzima-Nyarko, Marijana and Koković, Veljko and Stojadinović, Božidar",
year = "2023",
abstract = "Regional seismic risk assessment is necessary for designing effective seismic risk mitigation measures. In general, such risk assessment studies consist of three components: hazard, vulnerability, and exposure modelling. This paper lays the foundations for regional seismic risk assessment of the residential building stock in Serbia and addresses each of the three seismic risk assessment components, either by reviewing the existing or proposing novel models. First, a review of seismic hazard models and seismic design codes used in Serbia in the past 70 years was presented. Next, an overview of Serbia’s population metrics and historical development of Serbian’s residential building stock was presented to provide the context for the exposure model. Furthermore, the paper proposed a novel building classification for Serbia's residential building stock, which is based on the existing building taxonomies, but it has been adapted to account for the local building characteristics. Building damage patterns reported in past earthquakes in Serbia and neighbouring countries were reviewed as a basis for damage classification pertaining to building typologies included in the proposed classification. Finally, the results of a preliminary vulnerability model were presented in the form of expert-based fragility functions derived for buildings typical of Serbia's residential building stock.",
journal = "Bulletin of Earthquake Engineering",
title = "Residential Building Stock in Serbia: Classification and Vulnerability for Seismic Risk Studies",
doi = "10.1007/s10518-023-01676-0"
}

Blagojević, N., Brzev, S., Petrović, M., Borozan, J., Bulajić, B., Marinković, M., Hadzima-Nyarko, M., Koković, V.,& Stojadinović, B.. (2023). Residential Building Stock in Serbia: Classification and Vulnerability for Seismic Risk Studies. in Bulletin of Earthquake Engineering.
https://doi.org/10.1007/s10518-023-01676-0

Blagojević N, Brzev S, Petrović M, Borozan J, Bulajić B, Marinković M, Hadzima-Nyarko M, Koković V, Stojadinović B. Residential Building Stock in Serbia: Classification and Vulnerability for Seismic Risk Studies. in Bulletin of Earthquake Engineering. 2023;.
doi:10.1007/s10518-023-01676-0 .

Blagojević, Nikola, Brzev, Svetlana, Petrović, Milica, Borozan, Jovana, Bulajić, Borko, Marinković, Marko, Hadzima-Nyarko, Marijana, Koković, Veljko, Stojadinović, Božidar, "Residential Building Stock in Serbia: Classification and Vulnerability for Seismic Risk Studies" in Bulletin of Earthquake Engineering (2023),
https://doi.org/10.1007/s10518-023-01676-0 . .

TY  - JOUR
AU  - Predari, Giorgia
AU  - Stefanini, Lorenzo
AU  - Marinković, Marko
AU  - Stepinac, Mislav
AU  - Brzev, Svetlana
PY  - 2023
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/2999
AB  - The paper describes a novel Adriseismic method for exp4editious assessment of seismic risk associated with unreinforced masonry buildings. The methodology was developed for the Adriseismic project of the Interreg ADRION programme, with the aim to develop and share tools for increasing cooperation and reducing seismic risk for six participating countries within the re-gion surrounding the Adriatic and the Ionian Seas. The method is applicable to unreinforced ma-sonry buildings characterised by three main seismic failure mechanisms, namely masonry disin-tegration, out-of-plane failure, and in-plane damage/failure. Depending on the input parameters for a specific structure, the assessment yields a qualitative output that consists of the masonry quality index, the index of structural response, the level of seismic risk, and the most probable collapse mechanism. Both input and output of the method are applied in the spreadsheet form. The method has so far been applied in urban areas of participating countries in the project, including Mirandola, Italy; Kaštela, Croatia; Belgrade, Serbia. In parallel, the methodology has been validated by performing a detailed seismic assessment of more than 25 buildings, and the results have been compared with the results of the proposed expeditious method. The results show a good correlation between the two methods, for example, the structural response index obtained from the expeditious method and the capacity/demand ratio obtained from the conventional assessment method.
T2  - Buildings
T1  - Adriseismic Methodology for Expeditious Seismic Assessment of Unreinforced Masonry Buildings
IS  - 2
VL  - 13
DO  - 10.3390/buildings13020344
ER  - 

@article{
author = "Predari, Giorgia and Stefanini, Lorenzo and Marinković, Marko and Stepinac, Mislav and Brzev, Svetlana",
year = "2023",
abstract = "The paper describes a novel Adriseismic method for exp4editious assessment of seismic risk associated with unreinforced masonry buildings. The methodology was developed for the Adriseismic project of the Interreg ADRION programme, with the aim to develop and share tools for increasing cooperation and reducing seismic risk for six participating countries within the re-gion surrounding the Adriatic and the Ionian Seas. The method is applicable to unreinforced ma-sonry buildings characterised by three main seismic failure mechanisms, namely masonry disin-tegration, out-of-plane failure, and in-plane damage/failure. Depending on the input parameters for a specific structure, the assessment yields a qualitative output that consists of the masonry quality index, the index of structural response, the level of seismic risk, and the most probable collapse mechanism. Both input and output of the method are applied in the spreadsheet form. The method has so far been applied in urban areas of participating countries in the project, including Mirandola, Italy; Kaštela, Croatia; Belgrade, Serbia. In parallel, the methodology has been validated by performing a detailed seismic assessment of more than 25 buildings, and the results have been compared with the results of the proposed expeditious method. The results show a good correlation between the two methods, for example, the structural response index obtained from the expeditious method and the capacity/demand ratio obtained from the conventional assessment method.",
journal = "Buildings",
title = "Adriseismic Methodology for Expeditious Seismic Assessment of Unreinforced Masonry Buildings",
number = "2",
volume = "13",
doi = "10.3390/buildings13020344"
}

Predari, G., Stefanini, L., Marinković, M., Stepinac, M.,& Brzev, S.. (2023). Adriseismic Methodology for Expeditious Seismic Assessment of Unreinforced Masonry Buildings. in Buildings, 13(2).
https://doi.org/10.3390/buildings13020344

Predari G, Stefanini L, Marinković M, Stepinac M, Brzev S. Adriseismic Methodology for Expeditious Seismic Assessment of Unreinforced Masonry Buildings. in Buildings. 2023;13(2).
doi:10.3390/buildings13020344 .

Predari, Giorgia, Stefanini, Lorenzo, Marinković, Marko, Stepinac, Mislav, Brzev, Svetlana, "Adriseismic Methodology for Expeditious Seismic Assessment of Unreinforced Masonry Buildings" in Buildings, 13, no. 2 (2023),
https://doi.org/10.3390/buildings13020344 . .

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  - 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  - 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 .

TY  - CONF
AU  - Marinković, Marko
AU  - Brzev, Svetlana
PY  - 2022
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/2878
AB  - Masonry buildings constitute a major fraction of the building stock in Serbia and other countries in the region, and they are highly exposed to the earthquakes and affected due to their vulnerability to seismic effects. This paper presents observations related to the seismic behaviour of masonry structures during recent earthquakes in the region, and outlines the common damage patterns. This was used as a basis for understanding the seismic behaviour of masonry buildings and choice of the feasible seismic retrofitting techniques. Finally, an overview of seismic retrofitting techniques for masonry buildings is presented, along with the examples of field applications.
C3  - 12th International Conference Assessment, Maintanance and Rehabilitation of Structures
T1  - Damage of masonry buildings during earthquakes and retrofitting and strengthening examples from practice
UR  - https://hdl.handle.net/21.15107/rcub_grafar_2878
ER  - 

@conference{
author = "Marinković, Marko and Brzev, Svetlana",
year = "2022",
abstract = "Masonry buildings constitute a major fraction of the building stock in Serbia and other countries in the region, and they are highly exposed to the earthquakes and affected due to their vulnerability to seismic effects. This paper presents observations related to the seismic behaviour of masonry structures during recent earthquakes in the region, and outlines the common damage patterns. This was used as a basis for understanding the seismic behaviour of masonry buildings and choice of the feasible seismic retrofitting techniques. Finally, an overview of seismic retrofitting techniques for masonry buildings is presented, along with the examples of field applications.",
journal = "12th International Conference Assessment, Maintanance and Rehabilitation of Structures",
title = "Damage of masonry buildings during earthquakes and retrofitting and strengthening examples from practice",
url = "https://hdl.handle.net/21.15107/rcub_grafar_2878"
}

Marinković, M.,& Brzev, S.. (2022). Damage of masonry buildings during earthquakes and retrofitting and strengthening examples from practice. in 12th International Conference Assessment, Maintanance and Rehabilitation of Structures.
https://hdl.handle.net/21.15107/rcub_grafar_2878

Marinković M, Brzev S. Damage of masonry buildings during earthquakes and retrofitting and strengthening examples from practice. in 12th International Conference Assessment, Maintanance and Rehabilitation of Structures. 2022;.
https://hdl.handle.net/21.15107/rcub_grafar_2878 .

Marinković, Marko, Brzev, Svetlana, "Damage of masonry buildings during earthquakes and retrofitting and strengthening examples from practice" in 12th International Conference Assessment, Maintanance and Rehabilitation of Structures (2022),
https://hdl.handle.net/21.15107/rcub_grafar_2878 .

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  - 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 .