TY  - CONF
AU  - Marinković, M.
AU  - Žugić, Željko
PY  - 2021
UR  - https://machinery.mas.bg.ac.rs/handle/123456789/3659
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.
PB  - fib. The International Federation for Structural Concrete
C3  - fib Symposium
T1  - Numerical analysis of the response of the rc flat slab building under seismic action
EP  - 1801
SP  - 1793
VL  - 2021-June
UR  - https://hdl.handle.net/21.15107/rcub_machinery_3659
ER  - 

@conference{
author = "Marinković, M. 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.",
publisher = "fib. The International Federation for Structural Concrete",
journal = "fib Symposium",
title = "Numerical analysis of the response of the rc flat slab building under seismic action",
pages = "1801-1793",
volume = "2021-June",
url = "https://hdl.handle.net/21.15107/rcub_machinery_3659"
}

Marinković, M.,& Žugić, Ž.. (2021). Numerical analysis of the response of the rc flat slab building under seismic action. in fib Symposium
fib. The International Federation for Structural Concrete., 2021-June, 1793-1801.
https://hdl.handle.net/21.15107/rcub_machinery_3659

Marinković M, Žugić Ž. Numerical analysis of the response of the rc flat slab building under seismic action. in fib Symposium. 2021;2021-June:1793-1801.
https://hdl.handle.net/21.15107/rcub_machinery_3659 .

Marinković, M., Žugić, Željko, "Numerical analysis of the response of the rc flat slab building under seismic action" in fib Symposium, 2021-June (2021):1793-1801,
https://hdl.handle.net/21.15107/rcub_machinery_3659 .

TY  - JOUR
AU  - Crowley, Helen
AU  - Despotaki, Venetia
AU  - Silva, Vitor
AU  - Dabbeek, Jamal
AU  - Romao, Xavier
AU  - Pereira, Nuno
AU  - Castro, Jose Miguel
AU  - Daniell, James
AU  - Veliu, Enes
AU  - Bilgin, Huseyin
AU  - Adam, Christoph
AU  - Deyanova, Manya
AU  - Ademović, Naida
AU  - Atalić, Josip
AU  - Riga, Evi
AU  - Karatzetzou, Anna
AU  - Bessason, Bjarni
AU  - Shendova, Veronika
AU  - Tiganescu, Alexandru
AU  - Toma-Danila, Dragos
AU  - Žugić, Željko
AU  - Akkar, Sinan
AU  - Hancilar, Ufuk
PY  - 2021
UR  - https://machinery.mas.bg.ac.rs/handle/123456789/3624
AB  - As part of the development of a European Seismic Risk Model 2020 (ESRM20), the spatial and temporal evolution of seismic design across Europe has been studied in order to better classify reinforced concrete buildings (which represent more than 30% of the approximately 145 million residential, commercial and industrial buildings in Europe) and map them to vulnerability models based on simulated seismic design. This paper summarises the model that has been developed to assign the years when different seismic design levels (low code, moderate code and high code) were introduced in a number of European countries and the associated lateral forces that were specified spatially within each country for the low and moderate codes for typical reinforced concrete mid-rise buildings. This process has led to an improved understanding of how design regulations evolved across Europe and how this has impacted the vulnerability of the European residential building stock. The model estimates that similar to 60% of the reinforced concrete buildings in Europe have been seismically designed, and of those buildings similar to 60% have been designed to low code, similar to 25% to moderate code and 15% to high code. This seismic design model aims at being a dynamic source of information that will be continuously updated with additional feedback from local experts and datasets. To this end, all of the data has been made openly available as shapefiles on a GitLab repository.
PB  - Springer, Dordrecht
T2  - Bulletin of Earthquake Engineering
T1  - Model of seismic design lateral force levels for the existing reinforced concrete European building stock
EP  - 2865
IS  - 7
SP  - 2839
VL  - 19
DO  - 10.1007/s10518-021-01083-3
ER  - 

@article{
author = "Crowley, Helen and Despotaki, Venetia and Silva, Vitor and Dabbeek, Jamal and Romao, Xavier and Pereira, Nuno and Castro, Jose Miguel and Daniell, James and Veliu, Enes and Bilgin, Huseyin and Adam, Christoph and Deyanova, Manya and Ademović, Naida and Atalić, Josip and Riga, Evi and Karatzetzou, Anna and Bessason, Bjarni and Shendova, Veronika and Tiganescu, Alexandru and Toma-Danila, Dragos and Žugić, Željko and Akkar, Sinan and Hancilar, Ufuk",
year = "2021",
abstract = "As part of the development of a European Seismic Risk Model 2020 (ESRM20), the spatial and temporal evolution of seismic design across Europe has been studied in order to better classify reinforced concrete buildings (which represent more than 30% of the approximately 145 million residential, commercial and industrial buildings in Europe) and map them to vulnerability models based on simulated seismic design. This paper summarises the model that has been developed to assign the years when different seismic design levels (low code, moderate code and high code) were introduced in a number of European countries and the associated lateral forces that were specified spatially within each country for the low and moderate codes for typical reinforced concrete mid-rise buildings. This process has led to an improved understanding of how design regulations evolved across Europe and how this has impacted the vulnerability of the European residential building stock. The model estimates that similar to 60% of the reinforced concrete buildings in Europe have been seismically designed, and of those buildings similar to 60% have been designed to low code, similar to 25% to moderate code and 15% to high code. This seismic design model aims at being a dynamic source of information that will be continuously updated with additional feedback from local experts and datasets. To this end, all of the data has been made openly available as shapefiles on a GitLab repository.",
publisher = "Springer, Dordrecht",
journal = "Bulletin of Earthquake Engineering",
title = "Model of seismic design lateral force levels for the existing reinforced concrete European building stock",
pages = "2865-2839",
number = "7",
volume = "19",
doi = "10.1007/s10518-021-01083-3"
}

Crowley, H., Despotaki, V., Silva, V., Dabbeek, J., Romao, X., Pereira, N., Castro, J. M., Daniell, J., Veliu, E., Bilgin, H., Adam, C., Deyanova, M., Ademović, N., Atalić, J., Riga, E., Karatzetzou, A., Bessason, B., Shendova, V., Tiganescu, A., Toma-Danila, D., Žugić, Ž., Akkar, S.,& Hancilar, U.. (2021). Model of seismic design lateral force levels for the existing reinforced concrete European building stock. in Bulletin of Earthquake Engineering
Springer, Dordrecht., 19(7), 2839-2865.
https://doi.org/10.1007/s10518-021-01083-3

Crowley H, Despotaki V, Silva V, Dabbeek J, Romao X, Pereira N, Castro JM, Daniell J, Veliu E, Bilgin H, Adam C, Deyanova M, Ademović N, Atalić J, Riga E, Karatzetzou A, Bessason B, Shendova V, Tiganescu A, Toma-Danila D, Žugić Ž, Akkar S, Hancilar U. Model of seismic design lateral force levels for the existing reinforced concrete European building stock. in Bulletin of Earthquake Engineering. 2021;19(7):2839-2865.
doi:10.1007/s10518-021-01083-3 .

Crowley, Helen, Despotaki, Venetia, Silva, Vitor, Dabbeek, Jamal, Romao, Xavier, Pereira, Nuno, Castro, Jose Miguel, Daniell, James, Veliu, Enes, Bilgin, Huseyin, Adam, Christoph, Deyanova, Manya, Ademović, Naida, Atalić, Josip, Riga, Evi, Karatzetzou, Anna, Bessason, Bjarni, Shendova, Veronika, Tiganescu, Alexandru, Toma-Danila, Dragos, Žugić, Željko, Akkar, Sinan, Hancilar, Ufuk, "Model of seismic design lateral force levels for the existing reinforced concrete European building stock" in Bulletin of Earthquake Engineering, 19, no. 7 (2021):2839-2865,
https://doi.org/10.1007/s10518-021-01083-3 . .

TY  - JOUR
AU  - Tanić, M.
AU  - Nikolić, Vlastimir
AU  - Žugić, Željko
PY  - 2020
UR  - https://machinery.mas.bg.ac.rs/handle/123456789/3450
AB  - This paper looks into the spatial dispositions of the classroom and its immediate surroundings in elementary schools, with the goal of defining a broad learning space, in accordance with modern intentions in pedagogy. The starting assumption is that the learning space may offer versatility and a variety of options in the educational process. In the development of the spatial model two key contributing factors have been taken into account: the implications of the modern educational process and potential spatial characteristics. Various levels of spatial interrelationship are considered between the classroom and the adjacent classroom, the break-out space, communication area, social activity zones, and the outdoor classroom. Accordingly, by using the modelling method, a conceptual spatial model of the classroom and its immediate surroundings is defined such that it can receive specific applications in the design of elementary schools.
PB  - Indian Academy of Sciences
T2  - Current Science
T1  - The spatial model of the classroom and its immediate surroundings: A variety of learning spaces
EP  - 1364
IS  - 9
SP  - 1354
VL  - 118
DO  - 10.18520/cs/v118/i9/1354-1364
ER  - 

@article{
author = "Tanić, M. and Nikolić, Vlastimir and Žugić, Željko",
year = "2020",
abstract = "This paper looks into the spatial dispositions of the classroom and its immediate surroundings in elementary schools, with the goal of defining a broad learning space, in accordance with modern intentions in pedagogy. The starting assumption is that the learning space may offer versatility and a variety of options in the educational process. In the development of the spatial model two key contributing factors have been taken into account: the implications of the modern educational process and potential spatial characteristics. Various levels of spatial interrelationship are considered between the classroom and the adjacent classroom, the break-out space, communication area, social activity zones, and the outdoor classroom. Accordingly, by using the modelling method, a conceptual spatial model of the classroom and its immediate surroundings is defined such that it can receive specific applications in the design of elementary schools.",
publisher = "Indian Academy of Sciences",
journal = "Current Science",
title = "The spatial model of the classroom and its immediate surroundings: A variety of learning spaces",
pages = "1364-1354",
number = "9",
volume = "118",
doi = "10.18520/cs/v118/i9/1354-1364"
}

Tanić, M., Nikolić, V.,& Žugić, Ž.. (2020). The spatial model of the classroom and its immediate surroundings: A variety of learning spaces. in Current Science
Indian Academy of Sciences., 118(9), 1354-1364.
https://doi.org/10.18520/cs/v118/i9/1354-1364

Tanić M, Nikolić V, Žugić Ž. The spatial model of the classroom and its immediate surroundings: A variety of learning spaces. in Current Science. 2020;118(9):1354-1364.
doi:10.18520/cs/v118/i9/1354-1364 .

Tanić, M., Nikolić, Vlastimir, Žugić, Željko, "The spatial model of the classroom and its immediate surroundings: A variety of learning spaces" in Current Science, 118, no. 9 (2020):1354-1364,
https://doi.org/10.18520/cs/v118/i9/1354-1364 . .

TY  - JOUR
AU  - Crowley, Helen
AU  - Despotaki, Venetia
AU  - Rodrigues, Daniela
AU  - Silva, Vitor
AU  - Toma-Danila, Dragos
AU  - Riga, Evi
AU  - Karatzetzou, Anna
AU  - Fotopoulou, Stavroula
AU  - Žugić, Željko
AU  - Sousa, Luis
AU  - Ozcebe, Sevgi
AU  - Gamba, Paolo
PY  - 2020
UR  - https://machinery.mas.bg.ac.rs/handle/123456789/3367
AB  - Building exposure and vulnerability models for seismic risk assessment have been the focus of a number of European projects in recent years, but there has never been a concerted effort among the research community to produce a uniform European risk model. The European Commission's Horizon 2020 SERA project has a work package that is dedicated to that objective, through the development of an exposure model, an associated set of fragility/vulnerability models, and a database of socioeconomic indicators in order to calculate probabilistic integrated seismic risk at a European scale. This article provides details of the development of the first versions of the European exposure model that describe the distribution of the main residential, industrial and commercial building classes across all countries in Europe, as well as their occupants and replacement costs. The v0.1 of the European exposure model has been integrated within the Global Earthquake Model's global exposure and risk maps. Preliminary analyses using the model show that almost 35% of the residential population in Europe is exposed to a 475-year return period peak ground acceleration (PGA) hazard of at least 0.1 g, thus highlighting the importance of European seismic risk modeling and mitigation.
PB  - Sage Publications Inc, Thousand Oaks
T2  - Earthquake Spectra
T1  - Exposure model for European seismic risk assessment
EP  - 273
IS  - 1_SUPPL
SP  - 252
VL  - 36
DO  - 10.1177/8755293020919429
ER  - 

@article{
author = "Crowley, Helen and Despotaki, Venetia and Rodrigues, Daniela and Silva, Vitor and Toma-Danila, Dragos and Riga, Evi and Karatzetzou, Anna and Fotopoulou, Stavroula and Žugić, Željko and Sousa, Luis and Ozcebe, Sevgi and Gamba, Paolo",
year = "2020",
abstract = "Building exposure and vulnerability models for seismic risk assessment have been the focus of a number of European projects in recent years, but there has never been a concerted effort among the research community to produce a uniform European risk model. The European Commission's Horizon 2020 SERA project has a work package that is dedicated to that objective, through the development of an exposure model, an associated set of fragility/vulnerability models, and a database of socioeconomic indicators in order to calculate probabilistic integrated seismic risk at a European scale. This article provides details of the development of the first versions of the European exposure model that describe the distribution of the main residential, industrial and commercial building classes across all countries in Europe, as well as their occupants and replacement costs. The v0.1 of the European exposure model has been integrated within the Global Earthquake Model's global exposure and risk maps. Preliminary analyses using the model show that almost 35% of the residential population in Europe is exposed to a 475-year return period peak ground acceleration (PGA) hazard of at least 0.1 g, thus highlighting the importance of European seismic risk modeling and mitigation.",
publisher = "Sage Publications Inc, Thousand Oaks",
journal = "Earthquake Spectra",
title = "Exposure model for European seismic risk assessment",
pages = "273-252",
number = "1_SUPPL",
volume = "36",
doi = "10.1177/8755293020919429"
}

Crowley, H., Despotaki, V., Rodrigues, D., Silva, V., Toma-Danila, D., Riga, E., Karatzetzou, A., Fotopoulou, S., Žugić, Ž., Sousa, L., Ozcebe, S.,& Gamba, P.. (2020). Exposure model for European seismic risk assessment. in Earthquake Spectra
Sage Publications Inc, Thousand Oaks., 36(1_SUPPL), 252-273.
https://doi.org/10.1177/8755293020919429

Crowley H, Despotaki V, Rodrigues D, Silva V, Toma-Danila D, Riga E, Karatzetzou A, Fotopoulou S, Žugić Ž, Sousa L, Ozcebe S, Gamba P. Exposure model for European seismic risk assessment. in Earthquake Spectra. 2020;36(1_SUPPL):252-273.
doi:10.1177/8755293020919429 .

Crowley, Helen, Despotaki, Venetia, Rodrigues, Daniela, Silva, Vitor, Toma-Danila, Dragos, Riga, Evi, Karatzetzou, Anna, Fotopoulou, Stavroula, Žugić, Željko, Sousa, Luis, Ozcebe, Sevgi, Gamba, Paolo, "Exposure model for European seismic risk assessment" in Earthquake Spectra, 36, no. 1_SUPPL (2020):252-273,
https://doi.org/10.1177/8755293020919429 . .

TY  - CONF
AU  - Folić, Boris
AU  - Liolios, K.
AU  - Liolios, Angelos
AU  - Žugić, Željko
PY  - 2019
UR  - https://machinery.mas.bg.ac.rs/handle/123456789/6990
AB  - This paper presented the research of seismic energy dissipation in soil on 2D AB façade
frame eight floors high founded on bored RC piles. Soil-pile dynamical interaction, i.e. non-
linear soil behavior is modeled by horizontal p-y curves for sand, using multiplastic link
elements. The soil around the pile is represented with horizontal p-y curves, on which the
seismic energy dissipation is determined, during the first shock and aftershocks of an
earthquake. For the El Centro accelerogram, using the time analysis procedure (TH), the
energy dissipation in soil during the first shock which had PGA of 0,30g and during the
aftershock, scaled at 0,21g.
AB  - У овом раду приказано је испитивање дисипације сеизимичке енергије у тлу на 2Д АБ фасадном осмоетажном раму фундираном на бушеним АБ шиповима. Динамичка интеракција тло-шип, као нелинеарно понашање тла је моделовано хоризонталним p-y кривама за песак, применом multiplastic link елемената. Тло око шипа је представљено хоризонталним p-y кривама, на којима је и одређена дисипација сеизмичке енергије, током главног и накнадног удара земљотреса. За акцелерограм El Centro поступком временске анализе (TH) разматрана је дисипација енергије у тлу, током главног удара земљотреса PGA od 0,30г и накнадог удара, који је скалиран на 0,21g.
AB  - Дати су одговрајући дијаграми дисипације тла по дубини тла, односно по p-y кривама на крају земљотреса као екстремне вредности, а за дијаграме померања и сила промена током времена TH, за први и други удар земљотреса. Анализирана је и промена својствених тонова.
PB  - Savez građevinskih inženjera Srbije
C3  - Zbornik 11 međunarodni stručni skup Ocena stanja, održavanje i sanacija građevinskih objekata i naselja, Zlatibor, 19. - 21. Jun, 2019
T1  - Dissipation of seismic energy in soil during the first shock and aftershocks on RC frame founded on piles
EP  - 398
SP  - 387
UR  - https://hdl.handle.net/21.15107/rcub_machinery_6990
ER  - 

@conference{
author = "Folić, Boris and Liolios, K. and Liolios, Angelos and Žugić, Željko",
year = "2019",
abstract = "This paper presented the research of seismic energy dissipation in soil on 2D AB façade
frame eight floors high founded on bored RC piles. Soil-pile dynamical interaction, i.e. non-
linear soil behavior is modeled by horizontal p-y curves for sand, using multiplastic link
elements. The soil around the pile is represented with horizontal p-y curves, on which the
seismic energy dissipation is determined, during the first shock and aftershocks of an
earthquake. For the El Centro accelerogram, using the time analysis procedure (TH), the
energy dissipation in soil during the first shock which had PGA of 0,30g and during the
aftershock, scaled at 0,21g., У овом раду приказано је испитивање дисипације сеизимичке енергије у тлу на 2Д АБ фасадном осмоетажном раму фундираном на бушеним АБ шиповима. Динамичка интеракција тло-шип, као нелинеарно понашање тла је моделовано хоризонталним p-y кривама за песак, применом multiplastic link елемената. Тло око шипа је представљено хоризонталним p-y кривама, на којима је и одређена дисипација сеизмичке енергије, током главног и накнадног удара земљотреса. За акцелерограм El Centro поступком временске анализе (TH) разматрана је дисипација енергије у тлу, током главног удара земљотреса PGA od 0,30г и накнадог удара, који је скалиран на 0,21g., Дати су одговрајући дијаграми дисипације тла по дубини тла, односно по p-y кривама на крају земљотреса као екстремне вредности, а за дијаграме померања и сила промена током времена TH, за први и други удар земљотреса. Анализирана је и промена својствених тонова.",
publisher = "Savez građevinskih inženjera Srbije",
journal = "Zbornik 11 međunarodni stručni skup Ocena stanja, održavanje i sanacija građevinskih objekata i naselja, Zlatibor, 19. - 21. Jun, 2019",
title = "Dissipation of seismic energy in soil during the first shock and aftershocks on RC frame founded on piles",
pages = "398-387",
url = "https://hdl.handle.net/21.15107/rcub_machinery_6990"
}

Folić, B., Liolios, K., Liolios, A.,& Žugić, Ž.. (2019). Dissipation of seismic energy in soil during the first shock and aftershocks on RC frame founded on piles. in Zbornik 11 međunarodni stručni skup Ocena stanja, održavanje i sanacija građevinskih objekata i naselja, Zlatibor, 19. - 21. Jun, 2019
Savez građevinskih inženjera Srbije., 387-398.
https://hdl.handle.net/21.15107/rcub_machinery_6990

Folić B, Liolios K, Liolios A, Žugić Ž. Dissipation of seismic energy in soil during the first shock and aftershocks on RC frame founded on piles. in Zbornik 11 međunarodni stručni skup Ocena stanja, održavanje i sanacija građevinskih objekata i naselja, Zlatibor, 19. - 21. Jun, 2019. 2019;:387-398.
https://hdl.handle.net/21.15107/rcub_machinery_6990 .

Folić, Boris, Liolios, K., Liolios, Angelos, Žugić, Željko, "Dissipation of seismic energy in soil during the first shock and aftershocks on RC frame founded on piles" in Zbornik 11 međunarodni stručni skup Ocena stanja, održavanje i sanacija građevinskih objekata i naselja, Zlatibor, 19. - 21. Jun, 2019 (2019):387-398,
https://hdl.handle.net/21.15107/rcub_machinery_6990 .

TY  - CONF
AU  - Žugić, Željko
AU  - Aranđelović, Mihajlo
AU  - Folić, Boris
PY  - 2018
UR  - https://machinery.mas.bg.ac.rs/handle/123456789/2839
AB  - Permanent ground displacement analysis methods, as very important aspect of the seismic dynamic analysis is explained in the paper. A methodology for probabilistic hazard assessment of permanent displacement across natural slopes and landslides caused by earthquake rupture is presented, compatible with regions with low to moderate seismicity, as well as comparison with the results of the other authors. The results show that for the most cases, in terms of displacement of earthquake faults the displacement hazard is small, in contrast to ground shaking hazard. From the other side, slope displacements (rockfalls landslides, mudflows) as side effects may cause huge consequences during the earthquake.
PB  - Elsevier Science Bv, Amsterdam
C3  - Procedia Structural Integrity - ECF22 - Loading and environmental effects on structural integrity
T1  - Permanent ground displacement across earthquake faults, landslides and natural slopes
EP  - 419
SP  - 415
VL  - 13
DO  - 10.1016/j.prostr.2018.12.069
ER  - 

@conference{
author = "Žugić, Željko and Aranđelović, Mihajlo and Folić, Boris",
year = "2018",
abstract = "Permanent ground displacement analysis methods, as very important aspect of the seismic dynamic analysis is explained in the paper. A methodology for probabilistic hazard assessment of permanent displacement across natural slopes and landslides caused by earthquake rupture is presented, compatible with regions with low to moderate seismicity, as well as comparison with the results of the other authors. The results show that for the most cases, in terms of displacement of earthquake faults the displacement hazard is small, in contrast to ground shaking hazard. From the other side, slope displacements (rockfalls landslides, mudflows) as side effects may cause huge consequences during the earthquake.",
publisher = "Elsevier Science Bv, Amsterdam",
journal = "Procedia Structural Integrity - ECF22 - Loading and environmental effects on structural integrity",
title = "Permanent ground displacement across earthquake faults, landslides and natural slopes",
pages = "419-415",
volume = "13",
doi = "10.1016/j.prostr.2018.12.069"
}

Žugić, Ž., Aranđelović, M.,& Folić, B.. (2018). Permanent ground displacement across earthquake faults, landslides and natural slopes. in Procedia Structural Integrity - ECF22 - Loading and environmental effects on structural integrity
Elsevier Science Bv, Amsterdam., 13, 415-419.
https://doi.org/10.1016/j.prostr.2018.12.069

Žugić Ž, Aranđelović M, Folić B. Permanent ground displacement across earthquake faults, landslides and natural slopes. in Procedia Structural Integrity - ECF22 - Loading and environmental effects on structural integrity. 2018;13:415-419.
doi:10.1016/j.prostr.2018.12.069 .

Žugić, Željko, Aranđelović, Mihajlo, Folić, Boris, "Permanent ground displacement across earthquake faults, landslides and natural slopes" in Procedia Structural Integrity - ECF22 - Loading and environmental effects on structural integrity, 13 (2018):415-419,
https://doi.org/10.1016/j.prostr.2018.12.069 . .

TY  - CONF
AU  - Žugić, Željko
AU  - Sedmak, Simon
AU  - Folić, Boris
PY  - 2018
UR  - https://machinery.mas.bg.ac.rs/handle/123456789/2910
AB  - In the paper numerical analysis of foundation of damaged masonry structure using finite element method is presented. Retrofitting of those structures has been performed using technology DC90. By retrofit design, the foundation structure is confined with the foundation collar, connected by anchors and in which the vertical stiffening elements are anchored. Numerical quantification of benefit of seismic retrofit of building foundation in terms of future excitations was done. Additionally, the soil structure interaction issue has been addressed.
PB  - Elsevier Science Bv, Amsterdam
C3  - Procedia Structural Integrity - ECF22 - Loading and environmental effects on structural integrity
T1  - Geotechnical aspects on seismic retrofit
EP  - 414
SP  - 410
VL  - 13
DO  - 10.1016/j.prostr.2018.12.068
ER  - 

@conference{
author = "Žugić, Željko and Sedmak, Simon and Folić, Boris",
year = "2018",
abstract = "In the paper numerical analysis of foundation of damaged masonry structure using finite element method is presented. Retrofitting of those structures has been performed using technology DC90. By retrofit design, the foundation structure is confined with the foundation collar, connected by anchors and in which the vertical stiffening elements are anchored. Numerical quantification of benefit of seismic retrofit of building foundation in terms of future excitations was done. Additionally, the soil structure interaction issue has been addressed.",
publisher = "Elsevier Science Bv, Amsterdam",
journal = "Procedia Structural Integrity - ECF22 - Loading and environmental effects on structural integrity",
title = "Geotechnical aspects on seismic retrofit",
pages = "414-410",
volume = "13",
doi = "10.1016/j.prostr.2018.12.068"
}

Žugić, Ž., Sedmak, S.,& Folić, B.. (2018). Geotechnical aspects on seismic retrofit. in Procedia Structural Integrity - ECF22 - Loading and environmental effects on structural integrity
Elsevier Science Bv, Amsterdam., 13, 410-414.
https://doi.org/10.1016/j.prostr.2018.12.068

Žugić Ž, Sedmak S, Folić B. Geotechnical aspects on seismic retrofit. in Procedia Structural Integrity - ECF22 - Loading and environmental effects on structural integrity. 2018;13:410-414.
doi:10.1016/j.prostr.2018.12.068 .

Žugić, Željko, Sedmak, Simon, Folić, Boris, "Geotechnical aspects on seismic retrofit" in Procedia Structural Integrity - ECF22 - Loading and environmental effects on structural integrity, 13 (2018):410-414,
https://doi.org/10.1016/j.prostr.2018.12.068 . .

TY  - CONF
AU  - Spasojević, S.
AU  - Žugić, Željko
PY  - 2015
UR  - https://machinery.mas.bg.ac.rs/handle/123456789/2113
AB  - Grdelicka gorge, through which upcoming Motorway E-75 will pass by, is made of very old rock masses, influenced by strong tectonic forces and severe physical, chemical and erosion processes. The oldest and most frequents rocks of the terrain are metamorphic rocks - complex of crystallized green coloured schist, heavily detonated at the downhill. All above mentioned, influenced for numerous retaining structures, and in the paper one specific solution made of anchored bored piles for deep cut stabilization of stated soil complex was analysed. Numerical analyses have been made in GeoStudio and Plaxis and later compered to elastic subgrade reaction model.
PB  - ICE Publishing
C3  - Geotechnical Engineering for Infrastructure and Development - Proceedings of the XVI European Confer
T1  - Numerical analysis of anchored bored piles in fractured rock masses
EP  - 4072
SP  - 4067
VL  - 7
UR  - https://hdl.handle.net/21.15107/rcub_machinery_2113
ER  - 

@conference{
author = "Spasojević, S. and Žugić, Željko",
year = "2015",
abstract = "Grdelicka gorge, through which upcoming Motorway E-75 will pass by, is made of very old rock masses, influenced by strong tectonic forces and severe physical, chemical and erosion processes. The oldest and most frequents rocks of the terrain are metamorphic rocks - complex of crystallized green coloured schist, heavily detonated at the downhill. All above mentioned, influenced for numerous retaining structures, and in the paper one specific solution made of anchored bored piles for deep cut stabilization of stated soil complex was analysed. Numerical analyses have been made in GeoStudio and Plaxis and later compered to elastic subgrade reaction model.",
publisher = "ICE Publishing",
journal = "Geotechnical Engineering for Infrastructure and Development - Proceedings of the XVI European Confer",
title = "Numerical analysis of anchored bored piles in fractured rock masses",
pages = "4072-4067",
volume = "7",
url = "https://hdl.handle.net/21.15107/rcub_machinery_2113"
}

Spasojević, S.,& Žugić, Ž.. (2015). Numerical analysis of anchored bored piles in fractured rock masses. in Geotechnical Engineering for Infrastructure and Development - Proceedings of the XVI European Confer
ICE Publishing., 7, 4067-4072.
https://hdl.handle.net/21.15107/rcub_machinery_2113

Spasojević S, Žugić Ž. Numerical analysis of anchored bored piles in fractured rock masses. in Geotechnical Engineering for Infrastructure and Development - Proceedings of the XVI European Confer. 2015;7:4067-4072.
https://hdl.handle.net/21.15107/rcub_machinery_2113 .

Spasojević, S., Žugić, Željko, "Numerical analysis of anchored bored piles in fractured rock masses" in Geotechnical Engineering for Infrastructure and Development - Proceedings of the XVI European Confer, 7 (2015):4067-4072,
https://hdl.handle.net/21.15107/rcub_machinery_2113 .

TY  - JOUR
AU  - Žugić, Željko
AU  - Sesov, V.
AU  - Garevski, M.
AU  - Vukićević, M.
AU  - Jocković, S.
PY  - 2015
UR  - https://machinery.mas.bg.ac.rs/handle/123456789/2182
AB  - A simplified method for generating slope deformation hazard curve that takes into account the variations of input parameters is presented in this paper. The main assumption in the new approach is that the occurrence of peak slope deformation is Poisson[U+05F3]s process. The procedure is based on logic tree analysis, commercial software and routines programmed by the authors for generating sets of input files, and forming slope performance curve. The methodology was applied to a real landslide in order to demonstrate the advantages and limitations of the proposed approach. The results of the analysis showed the influence of the certain input factors on sliding displacement as well as the advantages of employing continuum mechanics approach.
PB  - Elsevier Ltd
T2  - Soil Dynamics and Earthquake Engineering
T1  - Simplified method for generating slope seismic deformation hazard curve
EP  - 147
SP  - 138
VL  - 69
DO  - 10.1016/j.soildyn.2014.10.005
ER  - 

@article{
author = "Žugić, Željko and Sesov, V. and Garevski, M. and Vukićević, M. and Jocković, S.",
year = "2015",
abstract = "A simplified method for generating slope deformation hazard curve that takes into account the variations of input parameters is presented in this paper. The main assumption in the new approach is that the occurrence of peak slope deformation is Poisson[U+05F3]s process. The procedure is based on logic tree analysis, commercial software and routines programmed by the authors for generating sets of input files, and forming slope performance curve. The methodology was applied to a real landslide in order to demonstrate the advantages and limitations of the proposed approach. The results of the analysis showed the influence of the certain input factors on sliding displacement as well as the advantages of employing continuum mechanics approach.",
publisher = "Elsevier Ltd",
journal = "Soil Dynamics and Earthquake Engineering",
title = "Simplified method for generating slope seismic deformation hazard curve",
pages = "147-138",
volume = "69",
doi = "10.1016/j.soildyn.2014.10.005"
}

Žugić, Ž., Sesov, V., Garevski, M., Vukićević, M.,& Jocković, S.. (2015). Simplified method for generating slope seismic deformation hazard curve. in Soil Dynamics and Earthquake Engineering
Elsevier Ltd., 69, 138-147.
https://doi.org/10.1016/j.soildyn.2014.10.005

Žugić Ž, Sesov V, Garevski M, Vukićević M, Jocković S. Simplified method for generating slope seismic deformation hazard curve. in Soil Dynamics and Earthquake Engineering. 2015;69:138-147.
doi:10.1016/j.soildyn.2014.10.005 .

Žugić, Željko, Sesov, V., Garevski, M., Vukićević, M., Jocković, S., "Simplified method for generating slope seismic deformation hazard curve" in Soil Dynamics and Earthquake Engineering, 69 (2015):138-147,
https://doi.org/10.1016/j.soildyn.2014.10.005 . .

TY  - JOUR
AU  - Garevski, M.
AU  - Žugić, Željko
AU  - Sesov, V.
PY  - 2013
UR  - https://machinery.mas.bg.ac.rs/handle/123456789/1789
AB  - The objective of this study was to present an advanced methodology for assessing seismic slope stability by taking into account the uncertainties related to the main input parameters. The methodology was applied on a real landslide in order to show the advantages of using the proposed procedure and establish the baseline trends of dynamic response and calculated permanent seismic displacements. It involves the following steps: preliminary analysis, probabilistic static and seismic factor of safety analysis, and permanent seismic displacement analysis. Estimating post-failure maximum seismic deformation of landslide mass and sounding properties is the most important part of this study. It involves both Newmark sliding block method and continuum mechanics approach, applied for characteristic set of input values in order to have more accurate assessment of slope performance and determine the relative importance of input parameters. The results of the analysis showed the benefits of using the proposed step-by-step methodology. The obtained difference in the results between the two methods depends strongly on the set input data for a particular analysis.
PB  - Springer Verlag
T2  - Landslides
T1  - Advanced seismic slope stability analysis
EP  - 736
IS  - 6
SP  - 729
VL  - 10
DO  - 10.1007/s10346-012-0360-6
ER  - 

@article{
author = "Garevski, M. and Žugić, Željko and Sesov, V.",
year = "2013",
abstract = "The objective of this study was to present an advanced methodology for assessing seismic slope stability by taking into account the uncertainties related to the main input parameters. The methodology was applied on a real landslide in order to show the advantages of using the proposed procedure and establish the baseline trends of dynamic response and calculated permanent seismic displacements. It involves the following steps: preliminary analysis, probabilistic static and seismic factor of safety analysis, and permanent seismic displacement analysis. Estimating post-failure maximum seismic deformation of landslide mass and sounding properties is the most important part of this study. It involves both Newmark sliding block method and continuum mechanics approach, applied for characteristic set of input values in order to have more accurate assessment of slope performance and determine the relative importance of input parameters. The results of the analysis showed the benefits of using the proposed step-by-step methodology. The obtained difference in the results between the two methods depends strongly on the set input data for a particular analysis.",
publisher = "Springer Verlag",
journal = "Landslides",
title = "Advanced seismic slope stability analysis",
pages = "736-729",
number = "6",
volume = "10",
doi = "10.1007/s10346-012-0360-6"
}

Garevski, M., Žugić, Ž.,& Sesov, V.. (2013). Advanced seismic slope stability analysis. in Landslides
Springer Verlag., 10(6), 729-736.
https://doi.org/10.1007/s10346-012-0360-6

Garevski M, Žugić Ž, Sesov V. Advanced seismic slope stability analysis. in Landslides. 2013;10(6):729-736.
doi:10.1007/s10346-012-0360-6 .

Garevski, M., Žugić, Željko, Sesov, V., "Advanced seismic slope stability analysis" in Landslides, 10, no. 6 (2013):729-736,
https://doi.org/10.1007/s10346-012-0360-6 . .