TY  - CONF
AU  - Ćorić, Stanko
PY  - 2019
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/2852
AB  - This paper presents a stability analysis of multi-story steel frames in the elastic and elasto-plastic domain. The concept of the tangent modulus theory is applied. Numerical analysis is carried out using FEM where corresponding stiffness matrices are based upon the trigonometric and hyperbolic interpolation functions of normal forces. Also, the calculation algorithm is based on the global stability analysis of the considered frames. The numerical analysis is performed using the self-developed computer program ALIN. A six-story three-bay steel frame was chosen as a benchmark numerical example. Sway and non-sway frames that are clamped at the base are analyzed separately. Two load cases are considered: when the axial forces are applied at the top of the frame and when these forces are applied at each story of the frame. From the obtained results it is obvious the weakness of the traditional elastic stability analysis. Therefore, stability analysis in the inelastic domain is recommended, especially in the case of rigid structures.
PB  - Serbian Society of Mechanics
C3  - Proceedings of 7th  International Congress of Serbian Society of Mechanics
T1  - Stability analysis of multi-story steel frames subjected to different axial load
EP  - 10
SP  - 1
VL  - S3d
UR  - https://hdl.handle.net/21.15107/rcub_grafar_2852
ER  - 

@conference{
author = "Ćorić, Stanko",
year = "2019",
abstract = "This paper presents a stability analysis of multi-story steel frames in the elastic and elasto-plastic domain. The concept of the tangent modulus theory is applied. Numerical analysis is carried out using FEM where corresponding stiffness matrices are based upon the trigonometric and hyperbolic interpolation functions of normal forces. Also, the calculation algorithm is based on the global stability analysis of the considered frames. The numerical analysis is performed using the self-developed computer program ALIN. A six-story three-bay steel frame was chosen as a benchmark numerical example. Sway and non-sway frames that are clamped at the base are analyzed separately. Two load cases are considered: when the axial forces are applied at the top of the frame and when these forces are applied at each story of the frame. From the obtained results it is obvious the weakness of the traditional elastic stability analysis. Therefore, stability analysis in the inelastic domain is recommended, especially in the case of rigid structures.",
publisher = "Serbian Society of Mechanics",
journal = "Proceedings of 7th  International Congress of Serbian Society of Mechanics",
title = "Stability analysis of multi-story steel frames subjected to different axial load",
pages = "10-1",
volume = "S3d",
url = "https://hdl.handle.net/21.15107/rcub_grafar_2852"
}

Ćorić, S.. (2019). Stability analysis of multi-story steel frames subjected to different axial load. in Proceedings of 7th  International Congress of Serbian Society of Mechanics
Serbian Society of Mechanics., S3d, 1-10.
https://hdl.handle.net/21.15107/rcub_grafar_2852

Ćorić S. Stability analysis of multi-story steel frames subjected to different axial load. in Proceedings of 7th  International Congress of Serbian Society of Mechanics. 2019;S3d:1-10.
https://hdl.handle.net/21.15107/rcub_grafar_2852 .

Ćorić, Stanko, "Stability analysis of multi-story steel frames subjected to different axial load" in Proceedings of 7th  International Congress of Serbian Society of Mechanics, S3d (2019):1-10,
https://hdl.handle.net/21.15107/rcub_grafar_2852 .

TY  - CONF
AU  - Petronijević, Mira
AU  - Marjanović, Miroslav
AU  - Radeka, Petar
PY  - 2018
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/1623
AB  - This paper presents the results of a comparative analysis of the behavior of a eight-storey RC building of type: (1) spatial frame and (2) spatial frame with shear walls, according to EN1998-1, using N2 method. The analysis was carried out using standard pushover analysis and multi-modal pushover analysis, using ETABS software. The obtained target displacements, appearance and arrangement of plastic hinges and interstory drifts were compared for the design earthquake, and certain conclusions were carried out.
PB  - Savez građevinskih inženjera Srbije, Beograd
C3  - Zbornik radova / Šesto međunarodno naučno-stručno savetovanje Zemljotresno inženjerstvo i inženjerska seizmologija = Conference Proceedings / Sixth International Conference Seismic Engineering and Engineering Seismology, Kraljevo, 13.-15. jun 2018. godin
T1  - Seismic Assessment of RC Buildings using N2 Method
EP  - 395
SP  - 387
UR  - https://hdl.handle.net/21.15107/rcub_grafar_1623
ER  - 

@conference{
author = "Petronijević, Mira and Marjanović, Miroslav and Radeka, Petar",
year = "2018",
abstract = "This paper presents the results of a comparative analysis of the behavior of a eight-storey RC building of type: (1) spatial frame and (2) spatial frame with shear walls, according to EN1998-1, using N2 method. The analysis was carried out using standard pushover analysis and multi-modal pushover analysis, using ETABS software. The obtained target displacements, appearance and arrangement of plastic hinges and interstory drifts were compared for the design earthquake, and certain conclusions were carried out.",
publisher = "Savez građevinskih inženjera Srbije, Beograd",
journal = "Zbornik radova / Šesto međunarodno naučno-stručno savetovanje Zemljotresno inženjerstvo i inženjerska seizmologija = Conference Proceedings / Sixth International Conference Seismic Engineering and Engineering Seismology, Kraljevo, 13.-15. jun 2018. godin",
title = "Seismic Assessment of RC Buildings using N2 Method",
pages = "395-387",
url = "https://hdl.handle.net/21.15107/rcub_grafar_1623"
}

Petronijević, M., Marjanović, M.,& Radeka, P.. (2018). Seismic Assessment of RC Buildings using N2 Method. in Zbornik radova / Šesto međunarodno naučno-stručno savetovanje Zemljotresno inženjerstvo i inženjerska seizmologija = Conference Proceedings / Sixth International Conference Seismic Engineering and Engineering Seismology, Kraljevo, 13.-15. jun 2018. godin
Savez građevinskih inženjera Srbije, Beograd., 387-395.
https://hdl.handle.net/21.15107/rcub_grafar_1623

Petronijević M, Marjanović M, Radeka P. Seismic Assessment of RC Buildings using N2 Method. in Zbornik radova / Šesto međunarodno naučno-stručno savetovanje Zemljotresno inženjerstvo i inženjerska seizmologija = Conference Proceedings / Sixth International Conference Seismic Engineering and Engineering Seismology, Kraljevo, 13.-15. jun 2018. godin. 2018;:387-395.
https://hdl.handle.net/21.15107/rcub_grafar_1623 .

Petronijević, Mira, Marjanović, Miroslav, Radeka, Petar, "Seismic Assessment of RC Buildings using N2 Method" in Zbornik radova / Šesto međunarodno naučno-stručno savetovanje Zemljotresno inženjerstvo i inženjerska seizmologija = Conference Proceedings / Sixth International Conference Seismic Engineering and Engineering Seismology, Kraljevo, 13.-15. jun 2018. godin (2018):387-395,
https://hdl.handle.net/21.15107/rcub_grafar_1623 .

TY  - CONF
AU  - Marjanović, Miroslav
AU  - Petronijević, Mira
PY  - 2018
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/1590
AB  - This paper deals with the effects of soil-structure interaction (SSI) on the displacement capacity of multi-span RC bridge founded on shallow foundations. Modal pushover analyses are carried out in transverse direction. Target displacement of the monitoring point is calculated using N2 method The SSI is considered through boundary springs according to NEHPR Two different soil properties are considered according to EN1998-1. Analyses are carried out using SAP2OOO, considering fixed- and flexible-base models. The obtained results are discussed.
PB  - Društvo građevinskih konstruktera Srbije, Beograd
C3  - Zbornik radova sa nacionalnog kongresa DGKS / Društvо građevinskih konstruktera Srbije, 15. kongres, 6-8. septembar 2018, Zlatibor
T1  - Pushover analysis of bridges including soil-structure interaction effects
EP  - 175
SP  - 166
UR  - https://hdl.handle.net/21.15107/rcub_grafar_1590
ER  - 

@conference{
author = "Marjanović, Miroslav and Petronijević, Mira",
year = "2018",
abstract = "This paper deals with the effects of soil-structure interaction (SSI) on the displacement capacity of multi-span RC bridge founded on shallow foundations. Modal pushover analyses are carried out in transverse direction. Target displacement of the monitoring point is calculated using N2 method The SSI is considered through boundary springs according to NEHPR Two different soil properties are considered according to EN1998-1. Analyses are carried out using SAP2OOO, considering fixed- and flexible-base models. The obtained results are discussed.",
publisher = "Društvo građevinskih konstruktera Srbije, Beograd",
journal = "Zbornik radova sa nacionalnog kongresa DGKS / Društvо građevinskih konstruktera Srbije, 15. kongres, 6-8. septembar 2018, Zlatibor",
title = "Pushover analysis of bridges including soil-structure interaction effects",
pages = "175-166",
url = "https://hdl.handle.net/21.15107/rcub_grafar_1590"
}

Marjanović, M.,& Petronijević, M.. (2018). Pushover analysis of bridges including soil-structure interaction effects. in Zbornik radova sa nacionalnog kongresa DGKS / Društvо građevinskih konstruktera Srbije, 15. kongres, 6-8. septembar 2018, Zlatibor
Društvo građevinskih konstruktera Srbije, Beograd., 166-175.
https://hdl.handle.net/21.15107/rcub_grafar_1590

Marjanović M, Petronijević M. Pushover analysis of bridges including soil-structure interaction effects. in Zbornik radova sa nacionalnog kongresa DGKS / Društvо građevinskih konstruktera Srbije, 15. kongres, 6-8. septembar 2018, Zlatibor. 2018;:166-175.
https://hdl.handle.net/21.15107/rcub_grafar_1590 .

Marjanović, Miroslav, Petronijević, Mira, "Pushover analysis of bridges including soil-structure interaction effects" in Zbornik radova sa nacionalnog kongresa DGKS / Društvо građevinskih konstruktera Srbije, 15. kongres, 6-8. septembar 2018, Zlatibor (2018):166-175,
https://hdl.handle.net/21.15107/rcub_grafar_1590 .

TY  - CONF
AU  - Petronijević, Mira
AU  - Marjanović, Miroslav
AU  - Milojević, Dušan
PY  - 2018
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/1618
AB  - Contemporary structural design implies nonlinear behavior of ductile members for design seismic action. Therefore, the application of nonlinear analysis in the aseismic design of structures is required. Nonlinear static (pushover) analysis has become a very popular tool for the seismic assessment of structural performance during a particular earthquake due to the lower computational cost and less time consuming in comparison to the nonlinear time-history analysis. The standard pushover analysis (SPA) has been extended to the modal pushover analysis (MPA) of buildings in order to consider higher modes effects. Since the higher modes usually play an important role in the seismic bridge analysis, the MPA has been adopted for the seismic assessment of bridges. In the paper, the MPA of the Nišava Bridge structure (233.2m long 7-span continuous bridge, curved in plan with R=540m and prestressed 13.75m wide bridge deck) has been performed in transverse direction, for two levels of excitation which are 2 and 3 times higher than the design level (a g =0.1g). For the horizontal component of the seismic action, elastic response spectrum, Type 2 for soil type B, according to EN1998-1 has been selected. Analyses considering different levels of excitation and different monitoring points are carried out using the SAP2000 commercial software package. The seismic demands of the structure (peak displacements of the deck in transverse direction), subjected to the monotonically increasing lateral forces have been calculated, considering five dominant transverse modes. Hinge distribution within the structure has been determined, too, for the target displacement obtained from the MPA. The overall performance of the bridge was very satisfactory. Neither local nor global failure was predicted, even under seismic actions that three times exceed the design level. The performed analysis showed that the fundamental transverse mode shape contributes to the final response significantly. The influence of higher modes is more pronounced for higher level of excitation.
C3  - 16th European Conference on Earthquake Engineering (16ECEE), 18-21 June 2018, Thessaloniki, Greece
T1  - Pushover analysis for seismic assessment of RC Nišava Bridge
EP  - 10
SP  - 1
UR  - https://hdl.handle.net/21.15107/rcub_grafar_1618
ER  - 

@conference{
author = "Petronijević, Mira and Marjanović, Miroslav and Milojević, Dušan",
year = "2018",
abstract = "Contemporary structural design implies nonlinear behavior of ductile members for design seismic action. Therefore, the application of nonlinear analysis in the aseismic design of structures is required. Nonlinear static (pushover) analysis has become a very popular tool for the seismic assessment of structural performance during a particular earthquake due to the lower computational cost and less time consuming in comparison to the nonlinear time-history analysis. The standard pushover analysis (SPA) has been extended to the modal pushover analysis (MPA) of buildings in order to consider higher modes effects. Since the higher modes usually play an important role in the seismic bridge analysis, the MPA has been adopted for the seismic assessment of bridges. In the paper, the MPA of the Nišava Bridge structure (233.2m long 7-span continuous bridge, curved in plan with R=540m and prestressed 13.75m wide bridge deck) has been performed in transverse direction, for two levels of excitation which are 2 and 3 times higher than the design level (a g =0.1g). For the horizontal component of the seismic action, elastic response spectrum, Type 2 for soil type B, according to EN1998-1 has been selected. Analyses considering different levels of excitation and different monitoring points are carried out using the SAP2000 commercial software package. The seismic demands of the structure (peak displacements of the deck in transverse direction), subjected to the monotonically increasing lateral forces have been calculated, considering five dominant transverse modes. Hinge distribution within the structure has been determined, too, for the target displacement obtained from the MPA. The overall performance of the bridge was very satisfactory. Neither local nor global failure was predicted, even under seismic actions that three times exceed the design level. The performed analysis showed that the fundamental transverse mode shape contributes to the final response significantly. The influence of higher modes is more pronounced for higher level of excitation.",
journal = "16th European Conference on Earthquake Engineering (16ECEE), 18-21 June 2018, Thessaloniki, Greece",
title = "Pushover analysis for seismic assessment of RC Nišava Bridge",
pages = "10-1",
url = "https://hdl.handle.net/21.15107/rcub_grafar_1618"
}

Petronijević, M., Marjanović, M.,& Milojević, D.. (2018). Pushover analysis for seismic assessment of RC Nišava Bridge. in 16th European Conference on Earthquake Engineering (16ECEE), 18-21 June 2018, Thessaloniki, Greece, 1-10.
https://hdl.handle.net/21.15107/rcub_grafar_1618

Petronijević M, Marjanović M, Milojević D. Pushover analysis for seismic assessment of RC Nišava Bridge. in 16th European Conference on Earthquake Engineering (16ECEE), 18-21 June 2018, Thessaloniki, Greece. 2018;:1-10.
https://hdl.handle.net/21.15107/rcub_grafar_1618 .

Petronijević, Mira, Marjanović, Miroslav, Milojević, Dušan, "Pushover analysis for seismic assessment of RC Nišava Bridge" in 16th European Conference on Earthquake Engineering (16ECEE), 18-21 June 2018, Thessaloniki, Greece (2018):1-10,
https://hdl.handle.net/21.15107/rcub_grafar_1618 .

TY  - JOUR
AU  - Ćosić, Mladen
AU  - Folić, Radomir
AU  - Brčić, Stanko
PY  - 2017
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/2665
AB  - Autori rada su, na osnovu analize velikog broja naučnih radova, dali prikaz sopstvene originalne sistematizacije seizmičkih analiza konstrukcija, a veliki deo njih je razvijen u poslednje dve decenije. Seizmičke analize su klasifikovane generalno u dve (četiri) grupe: linearne i nelinearne statičke analize; i linearne i nelinearne dinamičke analize. Posebno su klasifikovane analize nelinearnog seizmičkog odgovora konstrukcija, a posebno analize ciljnog pomeranja kojim se definiše odnos seizmičkog zahteva i seizmičkog odgovora. S druge strane, klasifikacija je sprovedena i u funkciji da li se nelinearan odgovor sistema dobija primenom inkrementalno-iterativnih procedura ili primenom poluiterativnih i/ili poluinkrementalnih procedura. Nelinearne dinamičke analize su klasifikovane prema konceptu matematičke formulacije, odnosno da li se zasnivaju na samo jednoj dinamičkoj analizi, većem broju dinamičkih analiza ili dobijaju rešenja u kombinaciji s drugim metodama. Primenom sprovedene sistematizacije seizmičkih analiza može se vrlo efikasno razmotriti koji tip analize je optimalan za analizu konstrukcija i koji tip analize je potrebno uzeti u obzir u fazi preliminarnih i finalnih analiza za naučna istraživanja i stručne projekte. U radu su, takođe, prikazani aspekti modeliranja prigušenja u analizi konstrukcija sistematizacijom tipova prigušenja i formiranim dijagramima tokova, a u zavisnosti od tipa primenjene analize: linearne i nelinearne, statičke i dinamičke. Sistematizacija prigušenja je sprovedena prema načinu uvođenja u proračun i to preko prigušenja materijala, prigušenja elemenata veze i prigušenja koja se direktno uvode u analize, a koje se sprovode u kapacitativnom, vremenskom i frekventnom domenu. Primenom razvijenih dijagrama tokova, u procesu kreiranja numeričkih modela konstrukcija, može se vrlo efikasno razmotriti koji tip prigušenja treba odabrati i na koji način uvesti prigušenje u analizu konstrukcija. Takođe, primenom razvijenih dijagrama tokova mogu se definisati i alternativni pristupi uvođenja prigušenja u analizu konstrukcija.
T2  - Građevinski materijali i konstrukcije
T1  - Pregled savremenih seizmičkih analiza i načina uvođenja prigušenja u njima
T1  - An overview of modern seismic analyses with different ways of damping introduction
EP  - 30
SP  - 3
VL  - 60
DO  - 10.5937/grmk1701003C
ER  - 

@article{
author = "Ćosić, Mladen and Folić, Radomir and Brčić, Stanko",
year = "2017",
abstract = "Autori rada su, na osnovu analize velikog broja naučnih radova, dali prikaz sopstvene originalne sistematizacije seizmičkih analiza konstrukcija, a veliki deo njih je razvijen u poslednje dve decenije. Seizmičke analize su klasifikovane generalno u dve (četiri) grupe: linearne i nelinearne statičke analize; i linearne i nelinearne dinamičke analize. Posebno su klasifikovane analize nelinearnog seizmičkog odgovora konstrukcija, a posebno analize ciljnog pomeranja kojim se definiše odnos seizmičkog zahteva i seizmičkog odgovora. S druge strane, klasifikacija je sprovedena i u funkciji da li se nelinearan odgovor sistema dobija primenom inkrementalno-iterativnih procedura ili primenom poluiterativnih i/ili poluinkrementalnih procedura. Nelinearne dinamičke analize su klasifikovane prema konceptu matematičke formulacije, odnosno da li se zasnivaju na samo jednoj dinamičkoj analizi, većem broju dinamičkih analiza ili dobijaju rešenja u kombinaciji s drugim metodama. Primenom sprovedene sistematizacije seizmičkih analiza može se vrlo efikasno razmotriti koji tip analize je optimalan za analizu konstrukcija i koji tip analize je potrebno uzeti u obzir u fazi preliminarnih i finalnih analiza za naučna istraživanja i stručne projekte. U radu su, takođe, prikazani aspekti modeliranja prigušenja u analizi konstrukcija sistematizacijom tipova prigušenja i formiranim dijagramima tokova, a u zavisnosti od tipa primenjene analize: linearne i nelinearne, statičke i dinamičke. Sistematizacija prigušenja je sprovedena prema načinu uvođenja u proračun i to preko prigušenja materijala, prigušenja elemenata veze i prigušenja koja se direktno uvode u analize, a koje se sprovode u kapacitativnom, vremenskom i frekventnom domenu. Primenom razvijenih dijagrama tokova, u procesu kreiranja numeričkih modela konstrukcija, može se vrlo efikasno razmotriti koji tip prigušenja treba odabrati i na koji način uvesti prigušenje u analizu konstrukcija. Takođe, primenom razvijenih dijagrama tokova mogu se definisati i alternativni pristupi uvođenja prigušenja u analizu konstrukcija.",
journal = "Građevinski materijali i konstrukcije",
title = "Pregled savremenih seizmičkih analiza i načina uvođenja prigušenja u njima, An overview of modern seismic analyses with different ways of damping introduction",
pages = "30-3",
volume = "60",
doi = "10.5937/grmk1701003C"
}

Ćosić, M., Folić, R.,& Brčić, S.. (2017). Pregled savremenih seizmičkih analiza i načina uvođenja prigušenja u njima. in Građevinski materijali i konstrukcije, 60, 3-30.
https://doi.org/10.5937/grmk1701003C

Ćosić M, Folić R, Brčić S. Pregled savremenih seizmičkih analiza i načina uvođenja prigušenja u njima. in Građevinski materijali i konstrukcije. 2017;60:3-30.
doi:10.5937/grmk1701003C .

Ćosić, Mladen, Folić, Radomir, Brčić, Stanko, "Pregled savremenih seizmičkih analiza i načina uvođenja prigušenja u njima" in Građevinski materijali i konstrukcije, 60 (2017):3-30,
https://doi.org/10.5937/grmk1701003C . .

TY  - JOUR
AU  - Ćorić, Stanko
AU  - Brčić, Stanko
AU  - Vatin, Nikolai
PY  - 2015
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/2857
AB  - This paper presents the procedure for stability analysis of frames in elastic-plastic domain using the concept of the tangent modulus. When the buckling of structure occurs in plastic domain, it is necessary to replace the constant modulus of elasticity E with the tangent modulus Et. Tangent modulus is stress dependent function and takes into account the changes of the member stiffness in the inelastic range. Formulation of the corresponding stiffness matrices is based upon the solution of the equation of bending of the beam according to the second order theory. Numerical analysis was performed using the code ALIN, developed in the C++ programming language.
PB  - Trans Tech Publications, Switzerland
T2  - Applied Mechanics and Materials
T1  - Elasto-plastic stability analysis of the frame structures using the tangent modulus approach
EP  - 874
SP  - 869
VL  - 725-726
DO  - 10.4028/www.scientific.net/AMM.725-726.869
ER  - 

@article{
author = "Ćorić, Stanko and Brčić, Stanko and Vatin, Nikolai",
year = "2015",
abstract = "This paper presents the procedure for stability analysis of frames in elastic-plastic domain using the concept of the tangent modulus. When the buckling of structure occurs in plastic domain, it is necessary to replace the constant modulus of elasticity E with the tangent modulus Et. Tangent modulus is stress dependent function and takes into account the changes of the member stiffness in the inelastic range. Formulation of the corresponding stiffness matrices is based upon the solution of the equation of bending of the beam according to the second order theory. Numerical analysis was performed using the code ALIN, developed in the C++ programming language.",
publisher = "Trans Tech Publications, Switzerland",
journal = "Applied Mechanics and Materials",
title = "Elasto-plastic stability analysis of the frame structures using the tangent modulus approach",
pages = "874-869",
volume = "725-726",
doi = "10.4028/www.scientific.net/AMM.725-726.869"
}

Ćorić, S., Brčić, S.,& Vatin, N.. (2015). Elasto-plastic stability analysis of the frame structures using the tangent modulus approach. in Applied Mechanics and Materials
Trans Tech Publications, Switzerland., 725-726, 869-874.
https://doi.org/10.4028/www.scientific.net/AMM.725-726.869

Ćorić S, Brčić S, Vatin N. Elasto-plastic stability analysis of the frame structures using the tangent modulus approach. in Applied Mechanics and Materials. 2015;725-726:869-874.
doi:10.4028/www.scientific.net/AMM.725-726.869 .

Ćorić, Stanko, Brčić, Stanko, Vatin, Nikolai, "Elasto-plastic stability analysis of the frame structures using the tangent modulus approach" in Applied Mechanics and Materials, 725-726 (2015):869-874,
https://doi.org/10.4028/www.scientific.net/AMM.725-726.869 . .

TY  - CONF
AU  - Petronijević, Mira
AU  - Marjanović, Miroslav
AU  - Radišić, Marko
AU  - Marjanović, Miloš
AU  - Nefovska-Danilović, Marija
PY  - 2014
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/1212
AB  - In this paper the effects of soil-structure interaction (SSI) on reinforced concrete (RC) buildings are analyzed. The dynamic analysis was carried out for two buildings of different heights, founded on three different types of soils, and two different types of foundation, with and without soil interaction. Ten earthquake records, chosen for Belgrade site, were used in the response spectrum analysis. The mean spectrum at the base of the soil deposit and the mean spectra at the surface of each soil types were derived. Calculation was performed using the originally coded MATLAB program, which accounts for downward and upward wave propagation. The influence of the soil layer over the bedrock on the response of the RC buildings was calculated using the commercial software SAP2000. The conclusions were carried out according to theobtained results.
PB  - Savez građevinskih inženjera Srbije, Beograd
C3  - Zbornik radova / Četvrto međunarodno naučno-stručno savetovanje Zemljotresno inženjerstvo i inženjerska seizmologija, Borsko jezero, 19.-21. maj 2014. godine = Conference Proceedings / Fourth International Conference Seismic Engineering and Engineering Se
T1  - Comparative seismic analysis of RC buildings under influence of soil-structure interaction
EP  - 352
SP  - 343
UR  - https://hdl.handle.net/21.15107/rcub_grafar_1212
ER  - 

@conference{
author = "Petronijević, Mira and Marjanović, Miroslav and Radišić, Marko and Marjanović, Miloš and Nefovska-Danilović, Marija",
year = "2014",
abstract = "In this paper the effects of soil-structure interaction (SSI) on reinforced concrete (RC) buildings are analyzed. The dynamic analysis was carried out for two buildings of different heights, founded on three different types of soils, and two different types of foundation, with and without soil interaction. Ten earthquake records, chosen for Belgrade site, were used in the response spectrum analysis. The mean spectrum at the base of the soil deposit and the mean spectra at the surface of each soil types were derived. Calculation was performed using the originally coded MATLAB program, which accounts for downward and upward wave propagation. The influence of the soil layer over the bedrock on the response of the RC buildings was calculated using the commercial software SAP2000. The conclusions were carried out according to theobtained results.",
publisher = "Savez građevinskih inženjera Srbije, Beograd",
journal = "Zbornik radova / Četvrto međunarodno naučno-stručno savetovanje Zemljotresno inženjerstvo i inženjerska seizmologija, Borsko jezero, 19.-21. maj 2014. godine = Conference Proceedings / Fourth International Conference Seismic Engineering and Engineering Se",
title = "Comparative seismic analysis of RC buildings under influence of soil-structure interaction",
pages = "352-343",
url = "https://hdl.handle.net/21.15107/rcub_grafar_1212"
}

Petronijević, M., Marjanović, M., Radišić, M., Marjanović, M.,& Nefovska-Danilović, M.. (2014). Comparative seismic analysis of RC buildings under influence of soil-structure interaction. in Zbornik radova / Četvrto međunarodno naučno-stručno savetovanje Zemljotresno inženjerstvo i inženjerska seizmologija, Borsko jezero, 19.-21. maj 2014. godine = Conference Proceedings / Fourth International Conference Seismic Engineering and Engineering Se
Savez građevinskih inženjera Srbije, Beograd., 343-352.
https://hdl.handle.net/21.15107/rcub_grafar_1212

Petronijević M, Marjanović M, Radišić M, Marjanović M, Nefovska-Danilović M. Comparative seismic analysis of RC buildings under influence of soil-structure interaction. in Zbornik radova / Četvrto međunarodno naučno-stručno savetovanje Zemljotresno inženjerstvo i inženjerska seizmologija, Borsko jezero, 19.-21. maj 2014. godine = Conference Proceedings / Fourth International Conference Seismic Engineering and Engineering Se. 2014;:343-352.
https://hdl.handle.net/21.15107/rcub_grafar_1212 .

Petronijević, Mira, Marjanović, Miroslav, Radišić, Marko, Marjanović, Miloš, Nefovska-Danilović, Marija, "Comparative seismic analysis of RC buildings under influence of soil-structure interaction" in Zbornik radova / Četvrto međunarodno naučno-stručno savetovanje Zemljotresno inženjerstvo i inženjerska seizmologija, Borsko jezero, 19.-21. maj 2014. godine = Conference Proceedings / Fourth International Conference Seismic Engineering and Engineering Se (2014):343-352,
https://hdl.handle.net/21.15107/rcub_grafar_1212 .

TY  - CONF
AU  - Petronijević, Mira
AU  - Kovačević, Dragan
AU  - Marjanović, Miroslav
AU  - Radišić, Marko
AU  - Marjanović, Miloš
PY  - 2014
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/1162
AB  - In this paper the effects of the soil-structure interaction (SSI) on dynamic response of reinforced-concrete (RC) buildings of different heights are analyzed. Two 3D numerical models of 5 and 10-storey reinforced-concrete buildings founded on two different foundation types: plate and single foundations, lying on two types of soils: soft and stiff ones, are considered. Two types of the dynamic analysis are carried out: time history analysis and response spectrum method. The obtained results are compared. Ten earthquake records chosen for Belgrade site are used. The wave propagation in the soil is taken into account using the originally coded MATLAB program. The appropriate conclusions are derived according to the obtained results.
PB  - Društvo građevinskih konstruktera Srbije, Beograd
C3  - Zbornik radova / DGKS Društvo građevinskih konstruktera Srbije, 14. kongres, Novi Sad, 24-26. oktobar, 2014
T1  - Influence of soil-structure interaction on the seismic response of RC buildings
EP  - 174
SP  - 165
UR  - https://hdl.handle.net/21.15107/rcub_grafar_1162
ER  - 

@conference{
author = "Petronijević, Mira and Kovačević, Dragan and Marjanović, Miroslav and Radišić, Marko and Marjanović, Miloš",
year = "2014",
abstract = "In this paper the effects of the soil-structure interaction (SSI) on dynamic response of reinforced-concrete (RC) buildings of different heights are analyzed. Two 3D numerical models of 5 and 10-storey reinforced-concrete buildings founded on two different foundation types: plate and single foundations, lying on two types of soils: soft and stiff ones, are considered. Two types of the dynamic analysis are carried out: time history analysis and response spectrum method. The obtained results are compared. Ten earthquake records chosen for Belgrade site are used. The wave propagation in the soil is taken into account using the originally coded MATLAB program. The appropriate conclusions are derived according to the obtained results.",
publisher = "Društvo građevinskih konstruktera Srbije, Beograd",
journal = "Zbornik radova / DGKS Društvo građevinskih konstruktera Srbije, 14. kongres, Novi Sad, 24-26. oktobar, 2014",
title = "Influence of soil-structure interaction on the seismic response of RC buildings",
pages = "174-165",
url = "https://hdl.handle.net/21.15107/rcub_grafar_1162"
}

Petronijević, M., Kovačević, D., Marjanović, M., Radišić, M.,& Marjanović, M.. (2014). Influence of soil-structure interaction on the seismic response of RC buildings. in Zbornik radova / DGKS Društvo građevinskih konstruktera Srbije, 14. kongres, Novi Sad, 24-26. oktobar, 2014
Društvo građevinskih konstruktera Srbije, Beograd., 165-174.
https://hdl.handle.net/21.15107/rcub_grafar_1162

Petronijević M, Kovačević D, Marjanović M, Radišić M, Marjanović M. Influence of soil-structure interaction on the seismic response of RC buildings. in Zbornik radova / DGKS Društvo građevinskih konstruktera Srbije, 14. kongres, Novi Sad, 24-26. oktobar, 2014. 2014;:165-174.
https://hdl.handle.net/21.15107/rcub_grafar_1162 .

Petronijević, Mira, Kovačević, Dragan, Marjanović, Miroslav, Radišić, Marko, Marjanović, Miloš, "Influence of soil-structure interaction on the seismic response of RC buildings" in Zbornik radova / DGKS Društvo građevinskih konstruktera Srbije, 14. kongres, Novi Sad, 24-26. oktobar, 2014 (2014):165-174,
https://hdl.handle.net/21.15107/rcub_grafar_1162 .

TY  - JOUR
AU  - Stevanović, Boško
AU  - Lađinović, Đorđe
PY  - 2013
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/490
AB  - Design of masonry structures implies a combination of traditional and contemporary knowledge. By introducing Eurocodes, their design is equated with the design of other type of structures. According to the division of contents of European standards for structural design, the Eurocode 6 provides general rules for design, while Eurocode 8 provides additional rules that should be taken into consideration in design of masonry structures for earthquake resistance. This paper provides a review of the most important provisions for the calculation and design concept for masonry structures in compliance with European standards EN 1996 and EN 1998. The basic design concept of masonry structures in seismically active areas is to allow the reduction of expected seismic activity within linear analysis which are obtained based on elastic response spectrum, where the level of design seismic forces depends on the adopted structural system and prescribed behavior of the structure during earthquakes.
AB  - Projektovanje zidanih konstrukcija predstavlja kombinaciju tradicionalnih i savremenih saznanja, a uvođenjem Evrokodova izjednačava se njihovo projektovanje sa projektovanjem drugih tipova konstrukcija. Saglasno podeli sadržaja evropskih standarda za projektovanje konstrukcija, Evrokod 6 navodi opšta pravila za projektovanje, dok su u Evrokodu 8 data dodatna pravila koja treba uzeti u obzir pri projektovanju zidanih konstrukcija u seizmičkim uslovima. U radu je dat pregled najvažnijih odredbi za proračun i koncept projektovanja zidanih zgrada saglasno evropskim standardima EN 1996 i EN 1998. Osnovni koncept projektovanja višespratnih zidanih zgrada u seizmički aktivnim područjima ogleda se u tome da se u okviru linearne analize dozvoli redukcija očekivanih seizmičkih dejstava dobijenih na osnovu elastičnog spektra odgovora, pri čemu nivo redukcije seizmičkih sila zavisi od usvojenog konstrukcijskog sistema i propisanog ponašanja konstrukcije.
PB  - Udruženje inženjera građevinarstva, geotehnike, arhitekture i urbanista "Izgradnja", Beograd
T2  - Izgradnja
T1  - Basic principles and rules for design, calculation and construction of mansory structures according to EC 6 and EC 8
T1  - Osnovni principi i pravila projektovanja, proračuna i izgradnje zidanih zgrada prema EC 6 i EC 8
EP  - 220
IS  - 5-6
SP  - 211
VL  - 67
UR  - https://hdl.handle.net/21.15107/rcub_grafar_490
ER  - 

@article{
author = "Stevanović, Boško and Lađinović, Đorđe",
year = "2013",
abstract = "Design of masonry structures implies a combination of traditional and contemporary knowledge. By introducing Eurocodes, their design is equated with the design of other type of structures. According to the division of contents of European standards for structural design, the Eurocode 6 provides general rules for design, while Eurocode 8 provides additional rules that should be taken into consideration in design of masonry structures for earthquake resistance. This paper provides a review of the most important provisions for the calculation and design concept for masonry structures in compliance with European standards EN 1996 and EN 1998. The basic design concept of masonry structures in seismically active areas is to allow the reduction of expected seismic activity within linear analysis which are obtained based on elastic response spectrum, where the level of design seismic forces depends on the adopted structural system and prescribed behavior of the structure during earthquakes., Projektovanje zidanih konstrukcija predstavlja kombinaciju tradicionalnih i savremenih saznanja, a uvođenjem Evrokodova izjednačava se njihovo projektovanje sa projektovanjem drugih tipova konstrukcija. Saglasno podeli sadržaja evropskih standarda za projektovanje konstrukcija, Evrokod 6 navodi opšta pravila za projektovanje, dok su u Evrokodu 8 data dodatna pravila koja treba uzeti u obzir pri projektovanju zidanih konstrukcija u seizmičkim uslovima. U radu je dat pregled najvažnijih odredbi za proračun i koncept projektovanja zidanih zgrada saglasno evropskim standardima EN 1996 i EN 1998. Osnovni koncept projektovanja višespratnih zidanih zgrada u seizmički aktivnim područjima ogleda se u tome da se u okviru linearne analize dozvoli redukcija očekivanih seizmičkih dejstava dobijenih na osnovu elastičnog spektra odgovora, pri čemu nivo redukcije seizmičkih sila zavisi od usvojenog konstrukcijskog sistema i propisanog ponašanja konstrukcije.",
publisher = "Udruženje inženjera građevinarstva, geotehnike, arhitekture i urbanista "Izgradnja", Beograd",
journal = "Izgradnja",
title = "Basic principles and rules for design, calculation and construction of mansory structures according to EC 6 and EC 8, Osnovni principi i pravila projektovanja, proračuna i izgradnje zidanih zgrada prema EC 6 i EC 8",
pages = "220-211",
number = "5-6",
volume = "67",
url = "https://hdl.handle.net/21.15107/rcub_grafar_490"
}

Stevanović, B.,& Lađinović, Đ.. (2013). Basic principles and rules for design, calculation and construction of mansory structures according to EC 6 and EC 8. in Izgradnja
Udruženje inženjera građevinarstva, geotehnike, arhitekture i urbanista "Izgradnja", Beograd., 67(5-6), 211-220.
https://hdl.handle.net/21.15107/rcub_grafar_490

Stevanović B, Lađinović Đ. Basic principles and rules for design, calculation and construction of mansory structures according to EC 6 and EC 8. in Izgradnja. 2013;67(5-6):211-220.
https://hdl.handle.net/21.15107/rcub_grafar_490 .

Stevanović, Boško, Lađinović, Đorđe, "Basic principles and rules for design, calculation and construction of mansory structures according to EC 6 and EC 8" in Izgradnja, 67, no. 5-6 (2013):211-220,
https://hdl.handle.net/21.15107/rcub_grafar_490 .