TY  - JOUR
AU  - Jelić, Mirjana
AU  - Sedmak, Aleksandar
AU  - Folić, Boris
AU  - Sedmak, Simon
AU  - Aranđelović, Mihajlo
AU  - Folić, Radomir
AU  - Radu, Dorin
PY  - 2024
UR  - https://machinery.mas.bg.ac.rs/handle/123456789/7779
AB  - Belgrade fair hall 1 is well known for its dome, which is still the world largest self-supported construction made of pre-stressed concrete, with its diameter of 106 m. In this paper the Finite Element Method (FEM) was performed to analyze different loading and supporting conditions. At the same time, crack growth in a support column was simulated by the extended FEM (XFEM). Results of numerical calculations indicate ingenious design of such a complex structure which was based on “hand” calculation decades ago, without computers. In addition to classical engineering and more advanced numerical calculations, risk based analysis was performed taking into account artificially introduced crack and Failure Analysis Diagram, obtained using stress intensity factor and net stress, as well as fracture toughness and critical stress. This analysis, made for the first time for Belgrade fair hall 1, proved that its structural integrity is jeopardized only when a crack reaches half the thickness of a steel bar.
T2  - Frattura ed Integrita Strutturale
T1  - Structural integrity analysis of the pre-stressed concrete dome of the Belgrade fair hall 1
EP  - 351
IS  - 67
SP  - 337
VL  - 18
DO  - 10.3221/IGF-ESIS.67.24
ER  - 

@article{
author = "Jelić, Mirjana and Sedmak, Aleksandar and Folić, Boris and Sedmak, Simon and Aranđelović, Mihajlo and Folić, Radomir and Radu, Dorin",
year = "2024",
abstract = "Belgrade fair hall 1 is well known for its dome, which is still the world largest self-supported construction made of pre-stressed concrete, with its diameter of 106 m. In this paper the Finite Element Method (FEM) was performed to analyze different loading and supporting conditions. At the same time, crack growth in a support column was simulated by the extended FEM (XFEM). Results of numerical calculations indicate ingenious design of such a complex structure which was based on “hand” calculation decades ago, without computers. In addition to classical engineering and more advanced numerical calculations, risk based analysis was performed taking into account artificially introduced crack and Failure Analysis Diagram, obtained using stress intensity factor and net stress, as well as fracture toughness and critical stress. This analysis, made for the first time for Belgrade fair hall 1, proved that its structural integrity is jeopardized only when a crack reaches half the thickness of a steel bar.",
journal = "Frattura ed Integrita Strutturale",
title = "Structural integrity analysis of the pre-stressed concrete dome of the Belgrade fair hall 1",
pages = "351-337",
number = "67",
volume = "18",
doi = "10.3221/IGF-ESIS.67.24"
}

Jelić, M., Sedmak, A., Folić, B., Sedmak, S., Aranđelović, M., Folić, R.,& Radu, D.. (2024). Structural integrity analysis of the pre-stressed concrete dome of the Belgrade fair hall 1. in Frattura ed Integrita Strutturale, 18(67), 337-351.
https://doi.org/10.3221/IGF-ESIS.67.24

Jelić M, Sedmak A, Folić B, Sedmak S, Aranđelović M, Folić R, Radu D. Structural integrity analysis of the pre-stressed concrete dome of the Belgrade fair hall 1. in Frattura ed Integrita Strutturale. 2024;18(67):337-351.
doi:10.3221/IGF-ESIS.67.24 .

Jelić, Mirjana, Sedmak, Aleksandar, Folić, Boris, Sedmak, Simon, Aranđelović, Mihajlo, Folić, Radomir, Radu, Dorin, "Structural integrity analysis of the pre-stressed concrete dome of the Belgrade fair hall 1" in Frattura ed Integrita Strutturale, 18, no. 67 (2024):337-351,
https://doi.org/10.3221/IGF-ESIS.67.24 . .

TY  - CONF
AU  - Folić, Radomir
AU  - Čokić, Miloš
AU  - Folić, Boris
AU  - Liolios, Angelos
PY  - 2023
UR  - https://machinery.mas.bg.ac.rs/handle/123456789/7671
AB  - Seismic actions cannot be predicted in time, location or intensity. Serious earthquake actions can cause the occurrence of different levels of damage of the elements and the structure as a whole, which can even lead to their collapse. The methods for evaluation of seismic performance of structures are discussed in this paper and the focus of the paper is on reinforced concrete (RC) buildings. Building structures are designed and built according to different standards that were valid at the time of their construction. Those standards were, more or less, less demanding than the current European, American and other modern standards. Criteria for the determination of damage degree are discussed in the paper. Review and comparison of international Code provisions related to this topic are discussed as well. Fragility analysis of existing buildings with different structural systems is a rational approach, based on the application of probabilistic methods. They are applied in order to determine and predict the structural performance and probable levels of damage. The classification of damage level and residual bearing capacity is essential after strong earthquake. This is necessary in order to decide the appropriate interventions, such as shoring and others. They are evaluated based on the condition of structures, considering: residual deformations, cracks, crush of concrete and so on. The methods of nonlinear analyses are used in order to determine the structural response and the results of the analysis are used for the fragility assessment. Post-earthquake assessment and analysis of seismic performance are analysed.
PB  - XXIII МЕЖДУНАРОДНА НАУЧНА КОНФЕРЕНЦИЯ ВСУ’2023.
PB  - XXIII INTERNATIONAL SCIENTIFIC CONFERENCE VSU'2023.
C3  - XXIII МЕЖДУНАРОДНА НАУЧНА КОНФЕРЕНЦИЯ ВСУ’2023. XXIII INTERNATIONAL SCIENTIFIC CONFERENCE VSU'2023. No.1992.
T1  - Seismic damage and fragility of RC buildings.
IS  - 1992
UR  - https://hdl.handle.net/21.15107/rcub_machinery_7671
ER  - 

@conference{
author = "Folić, Radomir and Čokić, Miloš and Folić, Boris and Liolios, Angelos",
year = "2023",
abstract = "Seismic actions cannot be predicted in time, location or intensity. Serious earthquake actions can cause the occurrence of different levels of damage of the elements and the structure as a whole, which can even lead to their collapse. The methods for evaluation of seismic performance of structures are discussed in this paper and the focus of the paper is on reinforced concrete (RC) buildings. Building structures are designed and built according to different standards that were valid at the time of their construction. Those standards were, more or less, less demanding than the current European, American and other modern standards. Criteria for the determination of damage degree are discussed in the paper. Review and comparison of international Code provisions related to this topic are discussed as well. Fragility analysis of existing buildings with different structural systems is a rational approach, based on the application of probabilistic methods. They are applied in order to determine and predict the structural performance and probable levels of damage. The classification of damage level and residual bearing capacity is essential after strong earthquake. This is necessary in order to decide the appropriate interventions, such as shoring and others. They are evaluated based on the condition of structures, considering: residual deformations, cracks, crush of concrete and so on. The methods of nonlinear analyses are used in order to determine the structural response and the results of the analysis are used for the fragility assessment. Post-earthquake assessment and analysis of seismic performance are analysed.",
publisher = "XXIII МЕЖДУНАРОДНА НАУЧНА КОНФЕРЕНЦИЯ ВСУ’2023., XXIII INTERNATIONAL SCIENTIFIC CONFERENCE VSU'2023.",
journal = "XXIII МЕЖДУНАРОДНА НАУЧНА КОНФЕРЕНЦИЯ ВСУ’2023. XXIII INTERNATIONAL SCIENTIFIC CONFERENCE VSU'2023. No.1992.",
title = "Seismic damage and fragility of RC buildings.",
number = "1992",
url = "https://hdl.handle.net/21.15107/rcub_machinery_7671"
}

Folić, R., Čokić, M., Folić, B.,& Liolios, A.. (2023). Seismic damage and fragility of RC buildings.. in XXIII МЕЖДУНАРОДНА НАУЧНА КОНФЕРЕНЦИЯ ВСУ’2023. XXIII INTERNATIONAL SCIENTIFIC CONFERENCE VSU'2023. No.1992.
XXIII МЕЖДУНАРОДНА НАУЧНА КОНФЕРЕНЦИЯ ВСУ’2023..(1992).
https://hdl.handle.net/21.15107/rcub_machinery_7671

Folić R, Čokić M, Folić B, Liolios A. Seismic damage and fragility of RC buildings.. in XXIII МЕЖДУНАРОДНА НАУЧНА КОНФЕРЕНЦИЯ ВСУ’2023. XXIII INTERNATIONAL SCIENTIFIC CONFERENCE VSU'2023. No.1992.. 2023;(1992).
https://hdl.handle.net/21.15107/rcub_machinery_7671 .

Folić, Radomir, Čokić, Miloš, Folić, Boris, Liolios, Angelos, "Seismic damage and fragility of RC buildings." in XXIII МЕЖДУНАРОДНА НАУЧНА КОНФЕРЕНЦИЯ ВСУ’2023. XXIII INTERNATIONAL SCIENTIFIC CONFERENCE VSU'2023. No.1992., no. 1992 (2023),
https://hdl.handle.net/21.15107/rcub_machinery_7671 .

TY  - CONF
AU  - Liolios, Angelos
AU  - Liolios, Kon.
AU  - Partov, Don.
AU  - Folić, Boris
PY  - 2023
UR  - https://machinery.mas.bg.ac.rs/handle/123456789/7433
AB  - Dual systems of reinforced concrete (RC) moment frames with concrete shear walls have been used as common lateral load resisting systems in earthquake prone countries. In order to overcome damages caused by seismic actions in the above systems, a strengthening by cable-like members (tension-only tie-elements) can be used. In the present study, a numerical probabilistic treatment for the pounding problem concerning the seismic interaction between adjacent structures strengthened by cable-ties in such dual RC systems is presented when the input parameters are uncertain. This problem concerns the elastoplastic-fracturing unilateral contact between neighbouring structures during earthquakes and is considered as an inequality problem of dynamic structural contact mechanics. The Monte Carlo method is used for treating the uncertainty concerning input parameters. The purpose here is to estimate numerically and to control actively the influence of the cable-ties on the seismic response of the adjacent structures. Finally, in a practical case of two structures in a dual system, the effectiveness of the proposed methodology is shown.
PB  - XXIII INTERNATIONAL SCIENTIFIC CONFERENCE VSU'2023
PB  - XXIII МЕЖДУНАРОДНА НАУЧНА КОНФЕРЕНЦИЯ ВСУ’2023
C3  - XXIII МЕЖДУНАРОДНА НАУЧНА КОНФЕРЕНЦИЯ ВСУ’2023 XXIII INTERNATIONAL SCIENTIFIC CONFERENCE VSU'2023
T1  - A numerical probabilistic approach for pounding effects on the seismic response of adjacent RC structures in dual systems strenghened by tension-ties
UR  - https://hdl.handle.net/21.15107/rcub_machinery_7433
ER  - 

@conference{
author = "Liolios, Angelos and Liolios, Kon. and Partov, Don. and Folić, Boris",
year = "2023",
abstract = "Dual systems of reinforced concrete (RC) moment frames with concrete shear walls have been used as common lateral load resisting systems in earthquake prone countries. In order to overcome damages caused by seismic actions in the above systems, a strengthening by cable-like members (tension-only tie-elements) can be used. In the present study, a numerical probabilistic treatment for the pounding problem concerning the seismic interaction between adjacent structures strengthened by cable-ties in such dual RC systems is presented when the input parameters are uncertain. This problem concerns the elastoplastic-fracturing unilateral contact between neighbouring structures during earthquakes and is considered as an inequality problem of dynamic structural contact mechanics. The Monte Carlo method is used for treating the uncertainty concerning input parameters. The purpose here is to estimate numerically and to control actively the influence of the cable-ties on the seismic response of the adjacent structures. Finally, in a practical case of two structures in a dual system, the effectiveness of the proposed methodology is shown.",
publisher = "XXIII INTERNATIONAL SCIENTIFIC CONFERENCE VSU'2023, XXIII МЕЖДУНАРОДНА НАУЧНА КОНФЕРЕНЦИЯ ВСУ’2023",
journal = "XXIII МЕЖДУНАРОДНА НАУЧНА КОНФЕРЕНЦИЯ ВСУ’2023 XXIII INTERNATIONAL SCIENTIFIC CONFERENCE VSU'2023",
title = "A numerical probabilistic approach for pounding effects on the seismic response of adjacent RC structures in dual systems strenghened by tension-ties",
url = "https://hdl.handle.net/21.15107/rcub_machinery_7433"
}

Liolios, A., Liolios, Kon., Partov, Don.,& Folić, B.. (2023). A numerical probabilistic approach for pounding effects on the seismic response of adjacent RC structures in dual systems strenghened by tension-ties. in XXIII МЕЖДУНАРОДНА НАУЧНА КОНФЕРЕНЦИЯ ВСУ’2023 XXIII INTERNATIONAL SCIENTIFIC CONFERENCE VSU'2023
XXIII INTERNATIONAL SCIENTIFIC CONFERENCE VSU'2023..
https://hdl.handle.net/21.15107/rcub_machinery_7433

Liolios A, Liolios K, Partov D, Folić B. A numerical probabilistic approach for pounding effects on the seismic response of adjacent RC structures in dual systems strenghened by tension-ties. in XXIII МЕЖДУНАРОДНА НАУЧНА КОНФЕРЕНЦИЯ ВСУ’2023 XXIII INTERNATIONAL SCIENTIFIC CONFERENCE VSU'2023. 2023;.
https://hdl.handle.net/21.15107/rcub_machinery_7433 .

Liolios, Angelos, Liolios, Kon., Partov, Don., Folić, Boris, "A numerical probabilistic approach for pounding effects on the seismic response of adjacent RC structures in dual systems strenghened by tension-ties" in XXIII МЕЖДУНАРОДНА НАУЧНА КОНФЕРЕНЦИЯ ВСУ’2023 XXIII INTERNATIONAL SCIENTIFIC CONFERENCE VSU'2023 (2023),
https://hdl.handle.net/21.15107/rcub_machinery_7433 .

TY  - CONF
AU  - Liolios, Ang.
AU  - Liolios, Kon.
AU  - Folić, Boris
AU  - Georgiev, Kra.
AU  - Georgiev, I.
PY  - 2016
UR  - https://machinery.mas.bg.ac.rs/handle/123456789/7440
AB  - The seismic upgrading of environmentally degraded existing reinforced concrete (RC)
structures by using ties (cable) elements is numerically investigated. Emphasis is given to
select the optimal strengthening version of ties system for the response of such RC
structures under multiple earthquakes effects. Damage indices are computed in order to
compare these responses before and after the retrofit by cable element strengthening, and so
to select the optimum strengthening version. For a typical example problem, the
effectiveness of the proposed computational approach is presented.
PB  - Savez građevinskih inženjera Srbije
PB  - SGIS
C3  - Zbornik radova = Conference Proceedings / Peto međunarodno naučno-stručno savetovanje Zemljotresno inženjerstvo i inženjerska seizmologija, Sremski Karlovci
T1  - Choice of the optimal ties system concerning the seismic upgrading of RC structures under multiple earthquakes
EP  - 452
SP  - 443
UR  - https://hdl.handle.net/21.15107/rcub_machinery_7440
ER  - 

@conference{
author = "Liolios, Ang. and Liolios, Kon. and Folić, Boris and Georgiev, Kra. and Georgiev, I.",
year = "2016",
abstract = "The seismic upgrading of environmentally degraded existing reinforced concrete (RC)
structures by using ties (cable) elements is numerically investigated. Emphasis is given to
select the optimal strengthening version of ties system for the response of such RC
structures under multiple earthquakes effects. Damage indices are computed in order to
compare these responses before and after the retrofit by cable element strengthening, and so
to select the optimum strengthening version. For a typical example problem, the
effectiveness of the proposed computational approach is presented.",
publisher = "Savez građevinskih inženjera Srbije, SGIS",
journal = "Zbornik radova = Conference Proceedings / Peto međunarodno naučno-stručno savetovanje Zemljotresno inženjerstvo i inženjerska seizmologija, Sremski Karlovci",
title = "Choice of the optimal ties system concerning the seismic upgrading of RC structures under multiple earthquakes",
pages = "452-443",
url = "https://hdl.handle.net/21.15107/rcub_machinery_7440"
}

Liolios, Ang., Liolios, Kon., Folić, B., Georgiev, Kra.,& Georgiev, I.. (2016). Choice of the optimal ties system concerning the seismic upgrading of RC structures under multiple earthquakes. in Zbornik radova = Conference Proceedings / Peto međunarodno naučno-stručno savetovanje Zemljotresno inženjerstvo i inženjerska seizmologija, Sremski Karlovci
Savez građevinskih inženjera Srbije., 443-452.
https://hdl.handle.net/21.15107/rcub_machinery_7440

Liolios A, Liolios K, Folić B, Georgiev K, Georgiev I. Choice of the optimal ties system concerning the seismic upgrading of RC structures under multiple earthquakes. in Zbornik radova = Conference Proceedings / Peto međunarodno naučno-stručno savetovanje Zemljotresno inženjerstvo i inženjerska seizmologija, Sremski Karlovci. 2016;:443-452.
https://hdl.handle.net/21.15107/rcub_machinery_7440 .

Liolios, Ang., Liolios, Kon., Folić, Boris, Georgiev, Kra., Georgiev, I., "Choice of the optimal ties system concerning the seismic upgrading of RC structures under multiple earthquakes" in Zbornik radova = Conference Proceedings / Peto međunarodno naučno-stručno savetovanje Zemljotresno inženjerstvo i inženjerska seizmologija, Sremski Karlovci (2016):443-452,
https://hdl.handle.net/21.15107/rcub_machinery_7440 .

TY  - JOUR
AU  - Ćirković, Bogdan
AU  - Čamagić, Ivica
AU  - Vasić, Nemanja
AU  - Burzić, Zijah
AU  - Folić, Boris
PY  - 2015
UR  - https://hrcak.srce.hr/135068
UR  - https://machinery.mas.bg.ac.rs/handle/123456789/7669
AB  - Machines aimed for different purposes must be designed taking into account specific shape, type of load and materials they are made of. Nowadays
different design solutions can easily be examined by using the finite element method. In this paper an example is given of examining a machine with
closed supporting structure, made of iron-concrete, dynamically loaded composite material.
AB  - Strojevi različite namjene moraju biti projektirani uzimajući u obzir specifičan oblik, vrstu opterećenja i materijal od kojeg su izrađeni. Različita projektna
rješenja danas se mogu lako provjeriti primjenom metode konačnih elemenata. U ovom radu dan je primjer takve provjere zatvorene noseće konstrukcije
alatnog stroja izrađene od kompozitnog materijala željezo-beton, dinamički opterećene.
PB  - Strojarski fakultet u Slavonskom Brodu; Fakultet elektrotehnike, računarstva i informacijskih tehnologija Osijek; Građevinski i arhitektonski fakultet Osijek Tehnički vjesnik / Technical Gazette, Trg Ivane Brlić-Mažuranić 2, 35000 Slavonski Brod
T1  - Analysis of the supporting structure of composite material tool machine using the finite element method
T1  - Analiza noseće konstrukcije alatnog stroja od kompozitnog materijala metodom konačnih elemenata
EP  - 98
IS  - 1
SP  - 95
VL  - 22
DO  - 10.17559/TV-20130928105016
ER  - 

@article{
author = "Ćirković, Bogdan and Čamagić, Ivica and Vasić, Nemanja and Burzić, Zijah and Folić, Boris",
year = "2015",
abstract = "Machines aimed for different purposes must be designed taking into account specific shape, type of load and materials they are made of. Nowadays
different design solutions can easily be examined by using the finite element method. In this paper an example is given of examining a machine with
closed supporting structure, made of iron-concrete, dynamically loaded composite material., Strojevi različite namjene moraju biti projektirani uzimajući u obzir specifičan oblik, vrstu opterećenja i materijal od kojeg su izrađeni. Različita projektna
rješenja danas se mogu lako provjeriti primjenom metode konačnih elemenata. U ovom radu dan je primjer takve provjere zatvorene noseće konstrukcije
alatnog stroja izrađene od kompozitnog materijala željezo-beton, dinamički opterećene.",
publisher = "Strojarski fakultet u Slavonskom Brodu; Fakultet elektrotehnike, računarstva i informacijskih tehnologija Osijek; Građevinski i arhitektonski fakultet Osijek Tehnički vjesnik / Technical Gazette, Trg Ivane Brlić-Mažuranić 2, 35000 Slavonski Brod",
title = "Analysis of the supporting structure of composite material tool machine using the finite element method, Analiza noseće konstrukcije alatnog stroja od kompozitnog materijala metodom konačnih elemenata",
pages = "98-95",
number = "1",
volume = "22",
doi = "10.17559/TV-20130928105016"
}

Ćirković, B., Čamagić, I., Vasić, N., Burzić, Z.,& Folić, B.. (2015). Analysis of the supporting structure of composite material tool machine using the finite element method. 
Strojarski fakultet u Slavonskom Brodu; Fakultet elektrotehnike, računarstva i informacijskih tehnologija Osijek; Građevinski i arhitektonski fakultet Osijek Tehnički vjesnik / Technical Gazette, Trg Ivane Brlić-Mažuranić 2, 35000 Slavonski Brod., 22(1), 95-98.
https://doi.org/10.17559/TV-20130928105016

Ćirković B, Čamagić I, Vasić N, Burzić Z, Folić B. Analysis of the supporting structure of composite material tool machine using the finite element method. 2015;22(1):95-98.
doi:10.17559/TV-20130928105016 .

Ćirković, Bogdan, Čamagić, Ivica, Vasić, Nemanja, Burzić, Zijah, Folić, Boris, "Analysis of the supporting structure of composite material tool machine using the finite element method", 22, no. 1 (2015):95-98,
https://doi.org/10.17559/TV-20130928105016 . .

TY  - CONF
AU  - Ćosić, Mladen
AU  - Folić, Boris
AU  - Folić, Radomir
AU  - Šušić, Nenad
PY  - 2015
UR  - https://machinery.mas.bg.ac.rs/handle/123456789/7436
AB  - The purpose of this paper is to present the methodology for performance-based seismic
evaluation of soil-pile-bridge pier interaction using the incremental nonlinear dynamic analysis
(INDA). The INDA analysis was post processed separately for the pier and for the pile, so that the
constructed PGA=f(DR) curves are in the capacitive domain. For these curves the authors identified
the IO, CP i GI performance levels, while the regression analyses were conducted based on the
specific DR and PGA parameters. Fragility curves were constructed based on the solutions of
regression analysis and the probability theory of log-normal distribution. Based on the results of
fragility analysis, reliability curves were also constructed.
AB  - U radu je prikazana procedura evaluacije seizmičkih performansi interakcije tlo-šip-stub
mosta inkrementalnom nelinearnom dinamičkom analizom (INDA). Postprocesiranje INDA analiza je
sprovedeno posebno za stub, a posebno za šip, tako da su konstruisane krive PGA=f(DR) u
kapacitativnom domenu. Za ovako konstruisane krive određeni su IO, CP i GI performansni nivoi, a
na osnovu određenih DR i PGA parametara sprovedene su regresione analize. Krive povredljivosti su
konstruisane na osnovu rešenja regresione analize i teorije verovatnoće log-normalne raspodele, a za
PGA meru intenziteta. Takođe, konstruisane su i krive pouzdanosti na osnovu rešenja analize
povredljivosti.
PB  - iNDiS 2015
PB  - UNIVERSITY OF NOVI SAD FACULTY OF TECHNICAL SCIENCES
PB  - Department of Civil Engineering and Geodesy - Faculty of Technical Sciences Novi Sad
C3  - INDIS’2015, November 25-27, Novi Sad.
T1  - Performance-Based Seismic Evaluation of Soil-Pile-Bridge Pier Interaction Using Incremental Nonlinear Dynamic Analysis
T1  - Evaluacija seizmičkih performansi interakcije tlo-šip-stub mosta INDA analizom
UR  - https://hdl.handle.net/21.15107/rcub_machinery_7436
ER  - 

@conference{
author = "Ćosić, Mladen and Folić, Boris and Folić, Radomir and Šušić, Nenad",
year = "2015",
abstract = "The purpose of this paper is to present the methodology for performance-based seismic
evaluation of soil-pile-bridge pier interaction using the incremental nonlinear dynamic analysis
(INDA). The INDA analysis was post processed separately for the pier and for the pile, so that the
constructed PGA=f(DR) curves are in the capacitive domain. For these curves the authors identified
the IO, CP i GI performance levels, while the regression analyses were conducted based on the
specific DR and PGA parameters. Fragility curves were constructed based on the solutions of
regression analysis and the probability theory of log-normal distribution. Based on the results of
fragility analysis, reliability curves were also constructed., U radu je prikazana procedura evaluacije seizmičkih performansi interakcije tlo-šip-stub
mosta inkrementalnom nelinearnom dinamičkom analizom (INDA). Postprocesiranje INDA analiza je
sprovedeno posebno za stub, a posebno za šip, tako da su konstruisane krive PGA=f(DR) u
kapacitativnom domenu. Za ovako konstruisane krive određeni su IO, CP i GI performansni nivoi, a
na osnovu određenih DR i PGA parametara sprovedene su regresione analize. Krive povredljivosti su
konstruisane na osnovu rešenja regresione analize i teorije verovatnoće log-normalne raspodele, a za
PGA meru intenziteta. Takođe, konstruisane su i krive pouzdanosti na osnovu rešenja analize
povredljivosti.",
publisher = "iNDiS 2015, UNIVERSITY OF NOVI SAD FACULTY OF TECHNICAL SCIENCES, Department of Civil Engineering and Geodesy - Faculty of Technical Sciences Novi Sad",
journal = "INDIS’2015, November 25-27, Novi Sad.",
title = "Performance-Based Seismic Evaluation of Soil-Pile-Bridge Pier Interaction Using Incremental Nonlinear Dynamic Analysis, Evaluacija seizmičkih performansi interakcije tlo-šip-stub mosta INDA analizom",
url = "https://hdl.handle.net/21.15107/rcub_machinery_7436"
}

Ćosić, M., Folić, B., Folić, R.,& Šušić, N.. (2015). Performance-Based Seismic Evaluation of Soil-Pile-Bridge Pier Interaction Using Incremental Nonlinear Dynamic Analysis. in INDIS’2015, November 25-27, Novi Sad.
iNDiS 2015..
https://hdl.handle.net/21.15107/rcub_machinery_7436

Ćosić M, Folić B, Folić R, Šušić N. Performance-Based Seismic Evaluation of Soil-Pile-Bridge Pier Interaction Using Incremental Nonlinear Dynamic Analysis. in INDIS’2015, November 25-27, Novi Sad.. 2015;.
https://hdl.handle.net/21.15107/rcub_machinery_7436 .

Ćosić, Mladen, Folić, Boris, Folić, Radomir, Šušić, Nenad, "Performance-Based Seismic Evaluation of Soil-Pile-Bridge Pier Interaction Using Incremental Nonlinear Dynamic Analysis" in INDIS’2015, November 25-27, Novi Sad. (2015),
https://hdl.handle.net/21.15107/rcub_machinery_7436 .

TY  - CONF
AU  - Folić, Radomir
AU  - Folić, Boris
AU  - Ladjinovic, Đ.
PY  - 2014
UR  - https://machinery.mas.bg.ac.rs/handle/123456789/7460
PB  - VSU 2014
C3  - VSU 2014
T1  - Comparative analysis of the methods for determination of piles foundations lateral load capacity
UR  - https://hdl.handle.net/21.15107/rcub_machinery_7460
ER  - 

@conference{
author = "Folić, Radomir and Folić, Boris and Ladjinovic, Đ.",
year = "2014",
publisher = "VSU 2014",
journal = "VSU 2014",
title = "Comparative analysis of the methods for determination of piles foundations lateral load capacity",
url = "https://hdl.handle.net/21.15107/rcub_machinery_7460"
}

Folić, R., Folić, B.,& Ladjinovic, Đ.. (2014). Comparative analysis of the methods for determination of piles foundations lateral load capacity. in VSU 2014
VSU 2014..
https://hdl.handle.net/21.15107/rcub_machinery_7460

Folić R, Folić B, Ladjinovic Đ. Comparative analysis of the methods for determination of piles foundations lateral load capacity. in VSU 2014. 2014;.
https://hdl.handle.net/21.15107/rcub_machinery_7460 .

Folić, Radomir, Folić, Boris, Ladjinovic, Đ., "Comparative analysis of the methods for determination of piles foundations lateral load capacity" in VSU 2014 (2014),
https://hdl.handle.net/21.15107/rcub_machinery_7460 .

TY  - CONF
AU  - Folić, Boris
AU  - Ćosić, Mladen
AU  - Lađinović, Đorđe
AU  - Folić, Radomir
PY  - 2014
UR  - https://machinery.mas.bg.ac.rs/handle/123456789/7434
AB  - У oвom paдy npикaзaни cy неки cлyчejeви промене еквивалентног пресека код пpopaчyнa пpoблeмa cтaбилнocти и динамике конструкција oбjeкaтa фундирaниx нa шиповима.
AB  - This paper shows some cases of the apllications equivalent crross-section due calculate models of buckling and dynamics construction on the objects founded on piles. Showns are some phenomena of nonlinearity in the soil-pile-structure system interaction.
PB  - СГИС
C3  - Zbornik radova 4. Internacionalne Konferencije Zemljotresno inženjerstvo i inženjerska seizmologija, 2014
T1  - Еквивалентни пресек и појава нелинеарности код објеката фундираних на шиповима
T1  - Eqvivalent cross-section and phenomen nonlinearity about stuctures founded on piles
T1  - Ekvivalentni presek i pojava nelinearnosti kod objekata fundiranih na šipovima
EP  - 372
SP  - 365
UR  - https://hdl.handle.net/21.15107/rcub_machinery_7434
ER  - 

@conference{
author = "Folić, Boris and Ćosić, Mladen and Lađinović, Đorđe and Folić, Radomir",
year = "2014",
abstract = "У oвom paдy npикaзaни cy неки cлyчejeви промене еквивалентног пресека код пpopaчyнa пpoблeмa cтaбилнocти и динамике конструкција oбjeкaтa фундирaниx нa шиповима., This paper shows some cases of the apllications equivalent crross-section due calculate models of buckling and dynamics construction on the objects founded on piles. Showns are some phenomena of nonlinearity in the soil-pile-structure system interaction.",
publisher = "СГИС",
journal = "Zbornik radova 4. Internacionalne Konferencije Zemljotresno inženjerstvo i inženjerska seizmologija, 2014",
title = "Еквивалентни пресек и појава нелинеарности код објеката фундираних на шиповима, Eqvivalent cross-section and phenomen nonlinearity about stuctures founded on piles, Ekvivalentni presek i pojava nelinearnosti kod objekata fundiranih na šipovima",
pages = "372-365",
url = "https://hdl.handle.net/21.15107/rcub_machinery_7434"
}

Folić, B., Ćosić, M., Lađinović, Đ.,& Folić, R.. (2014). Еквивалентни пресек и појава нелинеарности код објеката фундираних на шиповима. in Zbornik radova 4. Internacionalne Konferencije Zemljotresno inženjerstvo i inženjerska seizmologija, 2014
СГИС., 365-372.
https://hdl.handle.net/21.15107/rcub_machinery_7434

Folić B, Ćosić M, Lađinović Đ, Folić R. Еквивалентни пресек и појава нелинеарности код објеката фундираних на шиповима. in Zbornik radova 4. Internacionalne Konferencije Zemljotresno inženjerstvo i inženjerska seizmologija, 2014. 2014;:365-372.
https://hdl.handle.net/21.15107/rcub_machinery_7434 .

Folić, Boris, Ćosić, Mladen, Lađinović, Đorđe, Folić, Radomir, "Еквивалентни пресек и појава нелинеарности код објеката фундираних на шиповима" in Zbornik radova 4. Internacionalne Konferencije Zemljotresno inženjerstvo i inženjerska seizmologija, 2014 (2014):365-372,
https://hdl.handle.net/21.15107/rcub_machinery_7434 .

TY  - CONF
AU  - Folić, Radomir
AU  - Lađinović, Đ.
AU  - Folić, Boris
PY  - 2010
UR  - https://machinery.mas.bg.ac.rs/handle/123456789/7427
AB  - U radu se analiziraju metode prora una perioda vibracija vi espratnih betonskih zgrada. Pri tome
komentarisane su preporuke Evropskih normi EN 1998-Deo 1 i neki literaturni podaci. Komentarisani
su razli iti koncepti projektovanja seizmi ki otpornih betonskih konstrukcija, uklju iv i kori  enje
metode pritisnutih  tapova i zatega. Analizirani su razli iti tipovi konstrukcija: okvirne, kao i zgrade sa
nose im zidovima sa i bez otvora. Na jednom primeru vi espratne zgrade sa regularnom i neregularnom
konfiguracijom data je uporedna analiza rezultata prora una. Pokazano je da pribli ne metode (metoda
ekvivalentnih bo nih sila) po pravilu daju znatno ve e vrednosti uticaja u konstrukciji nego ta nije
metode (multimodalna spektralna). Iz uporedne analize proistekle su odgovaraju e preporuke za
primenu metoda prora una konstrukcija zgrada, zavisno od njihove regularnosti.
AB  - The paper analyses methods of computing vibration periods of high-rise concrete buildings. Therefore,
the recommendations of European norms EN 1998-Part 1 are commented as well as some literature
data. Different concepts of designing seismically resistant concrete structures are discussed including
the application of the ties - strut method. Different types of structures are analysed: frames, and
buildings with bearing walls with and without openings. A comparative analysis of the calculation
results is given on an example of a high-rise building with regular and irregular configuration. It is
shown that approximate methods (the method of equivalent lateral forces) as a rule give higher values
of influences in the structure than more accurate methods (the multimodal spectral method). From the
comparative analyses arise corresponding recommendations on the implementation of methods for the
calculation of structures of buildings, depending on their regularity.
PB  - Savez građevinskih inženjera Srbije
C3  - Друго научно-стручно саветовање „Земљотресно инжењерство и инжењерска сеизмологија“ El.Opt. Disk.
T1  - Неке анализе конструкција бетонских зграда на сеизмичка дејства
EP  - 96
SP  - 87
UR  - https://hdl.handle.net/21.15107/rcub_machinery_7427
ER  - 

@conference{
author = "Folić, Radomir and Lađinović, Đ. and Folić, Boris",
year = "2010",
abstract = "U radu se analiziraju metode prora una perioda vibracija vi espratnih betonskih zgrada. Pri tome
komentarisane su preporuke Evropskih normi EN 1998-Deo 1 i neki literaturni podaci. Komentarisani
su razli iti koncepti projektovanja seizmi ki otpornih betonskih konstrukcija, uklju iv i kori  enje
metode pritisnutih  tapova i zatega. Analizirani su razli iti tipovi konstrukcija: okvirne, kao i zgrade sa
nose im zidovima sa i bez otvora. Na jednom primeru vi espratne zgrade sa regularnom i neregularnom
konfiguracijom data je uporedna analiza rezultata prora una. Pokazano je da pribli ne metode (metoda
ekvivalentnih bo nih sila) po pravilu daju znatno ve e vrednosti uticaja u konstrukciji nego ta nije
metode (multimodalna spektralna). Iz uporedne analize proistekle su odgovaraju e preporuke za
primenu metoda prora una konstrukcija zgrada, zavisno od njihove regularnosti., The paper analyses methods of computing vibration periods of high-rise concrete buildings. Therefore,
the recommendations of European norms EN 1998-Part 1 are commented as well as some literature
data. Different concepts of designing seismically resistant concrete structures are discussed including
the application of the ties - strut method. Different types of structures are analysed: frames, and
buildings with bearing walls with and without openings. A comparative analysis of the calculation
results is given on an example of a high-rise building with regular and irregular configuration. It is
shown that approximate methods (the method of equivalent lateral forces) as a rule give higher values
of influences in the structure than more accurate methods (the multimodal spectral method). From the
comparative analyses arise corresponding recommendations on the implementation of methods for the
calculation of structures of buildings, depending on their regularity.",
publisher = "Savez građevinskih inženjera Srbije",
journal = "Друго научно-стручно саветовање „Земљотресно инжењерство и инжењерска сеизмологија“ El.Opt. Disk.",
title = "Неке анализе конструкција бетонских зграда на сеизмичка дејства",
pages = "96-87",
url = "https://hdl.handle.net/21.15107/rcub_machinery_7427"
}

Folić, R., Lađinović, Đ.,& Folić, B.. (2010). Неке анализе конструкција бетонских зграда на сеизмичка дејства. in Друго научно-стручно саветовање „Земљотресно инжењерство и инжењерска сеизмологија“ El.Opt. Disk.
Savez građevinskih inženjera Srbije., 87-96.
https://hdl.handle.net/21.15107/rcub_machinery_7427

Folić R, Lađinović Đ, Folić B. Неке анализе конструкција бетонских зграда на сеизмичка дејства. in Друго научно-стручно саветовање „Земљотресно инжењерство и инжењерска сеизмологија“ El.Opt. Disk.. 2010;:87-96.
https://hdl.handle.net/21.15107/rcub_machinery_7427 .

Folić, Radomir, Lađinović, Đ., Folić, Boris, "Неке анализе конструкција бетонских зграда на сеизмичка дејства" in Друго научно-стручно саветовање „Земљотресно инжењерство и инжењерска сеизмологија“ El.Opt. Disk. (2010):87-96,
https://hdl.handle.net/21.15107/rcub_machinery_7427 .