TY  - CONF
AU  - Vukićević, Mirjana
AU  - Mašović, Snežana
AU  - Hajdin, Rade
AU  - Jocković, Sanja
AU  - Marjanović, Miloš
AU  - Pujević, Veljko
AU  - Obradović, Nikola
PY  - 2023
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/3348
AB  - One of the key problems that occurs in the management of the maintenance of state transport infrastructure facilities is the lack of systematized and updated information on the condition of the elements of infrastructure facilities such as the condition of embankments, bridges, tunnels, retaining structures etc. Systematized information enables rational, efficient maintenance, timely reactions that will reduce the risk of building failures and increase traffic safety. In addition, such an approach contributes to the optimization of the allocation of budget funds for that purpose and the rational use of available technical resources. Management of the maintenance process of retaining structures requires the formation of a unique (central) database that will record all retaining structures that meet the prescribed criteria for recording and systematically monitor their condition over time. This paper presents the methodology for the formation and development of a database of retaining structures, using examples of good practice.
PB  - Српско друштво за путеве “Via Vita”
C3  - PROCEEDINGS The 7th Scientific-Expert Meeting “Road and Environment”, Vrnjacka Banja, Serbia, May 24-26, 2023.
T1  - Methodology for the formation and development of the database of retaining structures
SP  - 242
UR  - https://hdl.handle.net/21.15107/rcub_grafar_3348
ER  - 

@conference{
author = "Vukićević, Mirjana and Mašović, Snežana and Hajdin, Rade and Jocković, Sanja and Marjanović, Miloš and Pujević, Veljko and Obradović, Nikola",
year = "2023",
abstract = "One of the key problems that occurs in the management of the maintenance of state transport infrastructure facilities is the lack of systematized and updated information on the condition of the elements of infrastructure facilities such as the condition of embankments, bridges, tunnels, retaining structures etc. Systematized information enables rational, efficient maintenance, timely reactions that will reduce the risk of building failures and increase traffic safety. In addition, such an approach contributes to the optimization of the allocation of budget funds for that purpose and the rational use of available technical resources. Management of the maintenance process of retaining structures requires the formation of a unique (central) database that will record all retaining structures that meet the prescribed criteria for recording and systematically monitor their condition over time. This paper presents the methodology for the formation and development of a database of retaining structures, using examples of good practice.",
publisher = "Српско друштво за путеве “Via Vita”",
journal = "PROCEEDINGS The 7th Scientific-Expert Meeting “Road and Environment”, Vrnjacka Banja, Serbia, May 24-26, 2023.",
title = "Methodology for the formation and development of the database of retaining structures",
pages = "242",
url = "https://hdl.handle.net/21.15107/rcub_grafar_3348"
}

Vukićević, M., Mašović, S., Hajdin, R., Jocković, S., Marjanović, M., Pujević, V.,& Obradović, N.. (2023). Methodology for the formation and development of the database of retaining structures. in PROCEEDINGS The 7th Scientific-Expert Meeting “Road and Environment”, Vrnjacka Banja, Serbia, May 24-26, 2023.
Српско друштво за путеве “Via Vita”., 242.
https://hdl.handle.net/21.15107/rcub_grafar_3348

Vukićević M, Mašović S, Hajdin R, Jocković S, Marjanović M, Pujević V, Obradović N. Methodology for the formation and development of the database of retaining structures. in PROCEEDINGS The 7th Scientific-Expert Meeting “Road and Environment”, Vrnjacka Banja, Serbia, May 24-26, 2023.. 2023;:242.
https://hdl.handle.net/21.15107/rcub_grafar_3348 .

Vukićević, Mirjana, Mašović, Snežana, Hajdin, Rade, Jocković, Sanja, Marjanović, Miloš, Pujević, Veljko, Obradović, Nikola, "Methodology for the formation and development of the database of retaining structures" in PROCEEDINGS The 7th Scientific-Expert Meeting “Road and Environment”, Vrnjacka Banja, Serbia, May 24-26, 2023. (2023):242,
https://hdl.handle.net/21.15107/rcub_grafar_3348 .

TY  - CONF
AU  - Milutinović, Goran
AU  - Pecić, Nenad
AU  - Hajdin, Rade
AU  - Mašović, Snežana
AU  - Bobera, Dusan
PY  - 2023
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/3273
AB  - Pile cap is a typical example of a discontinuity region, where the classical beam theory does not apply. Therefore, strut-and-tie (STM) model is considered appropriate for the analysis of pile caps. Although, the strut-and-tie method is a powerful tool, one of its shortcomings is the need for guidelines for the standardized models. Otherwise, it is left to the designer to come up subjectively with the STM model, which is a sensitive task. In literature, usually simple loading (axial compression or compression with bending only in one direction) on a four-pile cap is discussed. In practice, for real bridge structure, usual loading is alternate biaxial bending, along with compression, on much larger number of piles, making the typical four-pile caps models useless. A practical methodology for creating pile cap model with large number of piles and with complex loading is presented step-by-step. It is further illustrated for the cases with six piles and eight piles from the actual bridge structures, where the method was applied in practice.
C3  - INTERNATIONAL SCIENTIFIC CONFERENCE PLANNING, DESIGN, CONSTRUCTION AND BUILDING RENEWAL - INDIS 2023
T1  - А practical method for strut-and-tie modelling of the bridge pile cap
EP  - 12
SP  - 1
UR  - https://hdl.handle.net/21.15107/rcub_grafar_3273
ER  - 

@conference{
author = "Milutinović, Goran and Pecić, Nenad and Hajdin, Rade and Mašović, Snežana and Bobera, Dusan",
year = "2023",
abstract = "Pile cap is a typical example of a discontinuity region, where the classical beam theory does not apply. Therefore, strut-and-tie (STM) model is considered appropriate for the analysis of pile caps. Although, the strut-and-tie method is a powerful tool, one of its shortcomings is the need for guidelines for the standardized models. Otherwise, it is left to the designer to come up subjectively with the STM model, which is a sensitive task. In literature, usually simple loading (axial compression or compression with bending only in one direction) on a four-pile cap is discussed. In practice, for real bridge structure, usual loading is alternate biaxial bending, along with compression, on much larger number of piles, making the typical four-pile caps models useless. A practical methodology for creating pile cap model with large number of piles and with complex loading is presented step-by-step. It is further illustrated for the cases with six piles and eight piles from the actual bridge structures, where the method was applied in practice.",
journal = "INTERNATIONAL SCIENTIFIC CONFERENCE PLANNING, DESIGN, CONSTRUCTION AND BUILDING RENEWAL - INDIS 2023",
title = "А practical method for strut-and-tie modelling of the bridge pile cap",
pages = "12-1",
url = "https://hdl.handle.net/21.15107/rcub_grafar_3273"
}

Milutinović, G., Pecić, N., Hajdin, R., Mašović, S.,& Bobera, D.. (2023). А practical method for strut-and-tie modelling of the bridge pile cap. in INTERNATIONAL SCIENTIFIC CONFERENCE PLANNING, DESIGN, CONSTRUCTION AND BUILDING RENEWAL - INDIS 2023, 1-12.
https://hdl.handle.net/21.15107/rcub_grafar_3273

Milutinović G, Pecić N, Hajdin R, Mašović S, Bobera D. А practical method for strut-and-tie modelling of the bridge pile cap. in INTERNATIONAL SCIENTIFIC CONFERENCE PLANNING, DESIGN, CONSTRUCTION AND BUILDING RENEWAL - INDIS 2023. 2023;:1-12.
https://hdl.handle.net/21.15107/rcub_grafar_3273 .

Milutinović, Goran, Pecić, Nenad, Hajdin, Rade, Mašović, Snežana, Bobera, Dusan, "А practical method for strut-and-tie modelling of the bridge pile cap" in INTERNATIONAL SCIENTIFIC CONFERENCE PLANNING, DESIGN, CONSTRUCTION AND BUILDING RENEWAL - INDIS 2023 (2023):1-12,
https://hdl.handle.net/21.15107/rcub_grafar_3273 .

TY  - CONF
AU  - Mašović, Snežana
AU  - Lazić, Borislav
AU  - Hajdin, Rade
AU  - Tanasić, Nikola
AU  - Mašović, Dragan
PY  - 2023
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/3192
AB  - U republici Srbiji postoji Baza podataka o mostovima još od devedesetih godina prethodnog veka. Ova baza je u nadležnosti JP Putevi Srbije pod čijom inicijativom je izvršena revizija podataka iz baze i, u okviru projekta: Ažuriranje metodologije za pregled i vrednovanje stanja mostova i izrada novih aplikacija za upravljanje bazom podataka o mostovima, izrađena je nova metodologiji na kojoj je zasnova tekuća verzija ove baze. U radu je opisano novo tehničko rešenje baze podataka o mostovima koje je primenjeno kroz novu Software-sku aplikaciju Baze podataka o mostovima.
Prvobitna verzija baze je sadržala segmente, koji, na žalost, nisu aktivirani a odnose se na preduzete mere održavanja i odgovarajuće troškove. Predviđeno je da se ovi segmenti popunjavaju sukcesivno u narednom periodu. Kako u vreme nastanka baze (rane devedesete godine prošlog veka) aspekt zaštite životne sredine nije bio u dovoljnoj meri zastupljen,
kako u okviru projektovanja, izgradnje ili tokom eksploatacije objekata, postojeća baza nije tretirala ova pitanja. Tokom daljeg razvoja baze predviđa se da se i ova problematika uzme u obzir.
PB  - Српско друштво за путеве “Via Vita”
T1  - Aspekti zaštite životne sredine u okviru baza podataka o mostovima u Republici Srbiji
EP  - 12
SP  - 1
UR  - https://hdl.handle.net/21.15107/rcub_grafar_3192
ER  - 

@conference{
author = "Mašović, Snežana and Lazić, Borislav and Hajdin, Rade and Tanasić, Nikola and Mašović, Dragan",
year = "2023",
abstract = "U republici Srbiji postoji Baza podataka o mostovima još od devedesetih godina prethodnog veka. Ova baza je u nadležnosti JP Putevi Srbije pod čijom inicijativom je izvršena revizija podataka iz baze i, u okviru projekta: Ažuriranje metodologije za pregled i vrednovanje stanja mostova i izrada novih aplikacija za upravljanje bazom podataka o mostovima, izrađena je nova metodologiji na kojoj je zasnova tekuća verzija ove baze. U radu je opisano novo tehničko rešenje baze podataka o mostovima koje je primenjeno kroz novu Software-sku aplikaciju Baze podataka o mostovima.
Prvobitna verzija baze je sadržala segmente, koji, na žalost, nisu aktivirani a odnose se na preduzete mere održavanja i odgovarajuće troškove. Predviđeno je da se ovi segmenti popunjavaju sukcesivno u narednom periodu. Kako u vreme nastanka baze (rane devedesete godine prošlog veka) aspekt zaštite životne sredine nije bio u dovoljnoj meri zastupljen,
kako u okviru projektovanja, izgradnje ili tokom eksploatacije objekata, postojeća baza nije tretirala ova pitanja. Tokom daljeg razvoja baze predviđa se da se i ova problematika uzme u obzir.",
publisher = "Српско друштво за путеве “Via Vita”",
title = "Aspekti zaštite životne sredine u okviru baza podataka o mostovima u Republici Srbiji",
pages = "12-1",
url = "https://hdl.handle.net/21.15107/rcub_grafar_3192"
}

Mašović, S., Lazić, B., Hajdin, R., Tanasić, N.,& Mašović, D.. (2023). Aspekti zaštite životne sredine u okviru baza podataka o mostovima u Republici Srbiji. 
Српско друштво за путеве “Via Vita”., 1-12.
https://hdl.handle.net/21.15107/rcub_grafar_3192

Mašović S, Lazić B, Hajdin R, Tanasić N, Mašović D. Aspekti zaštite životne sredine u okviru baza podataka o mostovima u Republici Srbiji. 2023;:1-12.
https://hdl.handle.net/21.15107/rcub_grafar_3192 .

Mašović, Snežana, Lazić, Borislav, Hajdin, Rade, Tanasić, Nikola, Mašović, Dragan, "Aspekti zaštite životne sredine u okviru baza podataka o mostovima u Republici Srbiji" (2023):1-12,
https://hdl.handle.net/21.15107/rcub_grafar_3192 .

TY  - JOUR
AU  - Mašović, Snežana
AU  - Pecić, Nenad
AU  - Stošić, Saša
AU  - Hajdin, Rade
AU  - Tanasić, Nikola
PY  - 2023
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/3189
AB  - Risk is involved in the whole lifecycle of a structure: design, construction, utilization and demolition. There is a close connection between reliability and risk. Contemporary building codes introduce consideration of the reliability in structural design. Here, the concept of risk takes into account the level of consequences of a failure. Structural engineers, used to deterministic calculation procedures, are often unfamiliar with the uncertainties associated with risk analysis. An overview of the basic principles of risk management in civil engineering is presented in this paper.
PB  - Society for Materials and Structures Testing of Serbia Faculty of Civil Engineering, University of Belgrade, Serbia Association of Structural Engineers of Serbia
T2  - Građevinski materijali i konstrukcije/Building Materials and Structures
T1  - Risk management in civil engineering
EP  - 126
IS  - 2
SP  - 115
VL  - 66
UR  - https://hdl.handle.net/21.15107/rcub_grafar_3189
ER  - 

@article{
author = "Mašović, Snežana and Pecić, Nenad and Stošić, Saša and Hajdin, Rade and Tanasić, Nikola",
year = "2023",
abstract = "Risk is involved in the whole lifecycle of a structure: design, construction, utilization and demolition. There is a close connection between reliability and risk. Contemporary building codes introduce consideration of the reliability in structural design. Here, the concept of risk takes into account the level of consequences of a failure. Structural engineers, used to deterministic calculation procedures, are often unfamiliar with the uncertainties associated with risk analysis. An overview of the basic principles of risk management in civil engineering is presented in this paper.",
publisher = "Society for Materials and Structures Testing of Serbia Faculty of Civil Engineering, University of Belgrade, Serbia Association of Structural Engineers of Serbia",
journal = "Građevinski materijali i konstrukcije/Building Materials and Structures",
title = "Risk management in civil engineering",
pages = "126-115",
number = "2",
volume = "66",
url = "https://hdl.handle.net/21.15107/rcub_grafar_3189"
}

Mašović, S., Pecić, N., Stošić, S., Hajdin, R.,& Tanasić, N.. (2023). Risk management in civil engineering. in Građevinski materijali i konstrukcije/Building Materials and Structures
Society for Materials and Structures Testing of Serbia Faculty of Civil Engineering, University of Belgrade, Serbia Association of Structural Engineers of Serbia., 66(2), 115-126.
https://hdl.handle.net/21.15107/rcub_grafar_3189

Mašović S, Pecić N, Stošić S, Hajdin R, Tanasić N. Risk management in civil engineering. in Građevinski materijali i konstrukcije/Building Materials and Structures. 2023;66(2):115-126.
https://hdl.handle.net/21.15107/rcub_grafar_3189 .

Mašović, Snežana, Pecić, Nenad, Stošić, Saša, Hajdin, Rade, Tanasić, Nikola, "Risk management in civil engineering" in Građevinski materijali i konstrukcije/Building Materials and Structures, 66, no. 2 (2023):115-126,
https://hdl.handle.net/21.15107/rcub_grafar_3189 .

TY  - JOUR
AU  - Mitrović, Stefan
AU  - Mašović, Snežana
PY  - 2023
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/3138
AB  - Zaštita životne sredine nesumnjivo postaje primarni zadatak čovečanstva u 21. veku. Razvoj tehnologije i tehnike doneo je mnoge lagodnosti ljudima, ali istovremeno je negativno uticao na njihovu okolinu. U okviru ovoga rada predstavljen je uticaj mostovskih konstrukcija na životnu sredinu. Pregledom literature, utvrđeni su određeni negativni efekti kroz različite faze projekta, od izvođenja do sanacija konstrukcija mostova. Pokazani su rezultati primene koncepta Ocene životnog ciklusa (Life Cycle Assessment - LCA) u projektovanju mostova na određenim primerima. Studijom slučaja je prikazana mogućnost upotrebe integralnih mostova u smanjenju zagađenja životne sredine. U zaključnim razmatranjima, predstavljen je model uvođenja zahteva životne sredine u proces projektovanja i izvođenja.
PB  - Srpsko društvo za puteve "Via-Vita"
T2  - Put i saobraćaj
T1  - Projektovanje mostova prema zahtevima životne sredine
EP  - 17
IS  - 2
SP  - 9
VL  - 69
DO  - 10.31075/PIS.69.02.02
ER  - 

@article{
author = "Mitrović, Stefan and Mašović, Snežana",
year = "2023",
abstract = "Zaštita životne sredine nesumnjivo postaje primarni zadatak čovečanstva u 21. veku. Razvoj tehnologije i tehnike doneo je mnoge lagodnosti ljudima, ali istovremeno je negativno uticao na njihovu okolinu. U okviru ovoga rada predstavljen je uticaj mostovskih konstrukcija na životnu sredinu. Pregledom literature, utvrđeni su određeni negativni efekti kroz različite faze projekta, od izvođenja do sanacija konstrukcija mostova. Pokazani su rezultati primene koncepta Ocene životnog ciklusa (Life Cycle Assessment - LCA) u projektovanju mostova na određenim primerima. Studijom slučaja je prikazana mogućnost upotrebe integralnih mostova u smanjenju zagađenja životne sredine. U zaključnim razmatranjima, predstavljen je model uvođenja zahteva životne sredine u proces projektovanja i izvođenja.",
publisher = "Srpsko društvo za puteve "Via-Vita"",
journal = "Put i saobraćaj",
title = "Projektovanje mostova prema zahtevima životne sredine",
pages = "17-9",
number = "2",
volume = "69",
doi = "10.31075/PIS.69.02.02"
}

Mitrović, S.,& Mašović, S.. (2023). Projektovanje mostova prema zahtevima životne sredine. in Put i saobraćaj
Srpsko društvo za puteve "Via-Vita"., 69(2), 9-17.
https://doi.org/10.31075/PIS.69.02.02

Mitrović S, Mašović S. Projektovanje mostova prema zahtevima životne sredine. in Put i saobraćaj. 2023;69(2):9-17.
doi:10.31075/PIS.69.02.02 .

Mitrović, Stefan, Mašović, Snežana, "Projektovanje mostova prema zahtevima životne sredine" in Put i saobraćaj, 69, no. 2 (2023):9-17,
https://doi.org/10.31075/PIS.69.02.02 . .

TY  - CONF
AU  - Pecić, Nenad
AU  - Stošić, Saša
AU  - Mašović, Snežana
AU  - Mašović, Dragan
PY  - 2023
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/3190
AB  - Shear design in Eurocode 2 is generally developed for rectangular sections or T-sections that have
clearly defined tension reinforcement, concentrated in the cross-sectional tension zone, and an
unambiguous width of compressed diagonals. In circular sections, which are also frequent in practice, the reinforcement is evenly distributed along the circumference of the section, while the width of the section changes continuously along the height.
Several proposals for the shear design of circular sections can be found in the literature, based on a relatively limited experimental database, which generally provide different structural resistances. This paper aims to enable the practical application of the Eurocode 2 variable-angle truss model in the shear design of elements of circular cross-section, such as columns or piles. It is intended to make a correct interpretation of the truss model with no intention to propose an improved procedure in accordance with the available experimental results.
PB  - MASE - Macedonian Association of Structural Engineers Faculty of Civil Engineering, Blvd. Partizanski odredi No. 24 P.Box. 560, 1000 Skopje, Republic of North Macedonia
C3  - Proceedings of the 20th International Symposium MASE, Skopje, North Macedonia, 28 – 29 September 2023
T1  - Shear design of circular concrete sections according to the EC2 truss model
UR  - https://hdl.handle.net/21.15107/rcub_grafar_3190
ER  - 

@conference{
author = "Pecić, Nenad and Stošić, Saša and Mašović, Snežana and Mašović, Dragan",
year = "2023",
abstract = "Shear design in Eurocode 2 is generally developed for rectangular sections or T-sections that have
clearly defined tension reinforcement, concentrated in the cross-sectional tension zone, and an
unambiguous width of compressed diagonals. In circular sections, which are also frequent in practice, the reinforcement is evenly distributed along the circumference of the section, while the width of the section changes continuously along the height.
Several proposals for the shear design of circular sections can be found in the literature, based on a relatively limited experimental database, which generally provide different structural resistances. This paper aims to enable the practical application of the Eurocode 2 variable-angle truss model in the shear design of elements of circular cross-section, such as columns or piles. It is intended to make a correct interpretation of the truss model with no intention to propose an improved procedure in accordance with the available experimental results.",
publisher = "MASE - Macedonian Association of Structural Engineers Faculty of Civil Engineering, Blvd. Partizanski odredi No. 24 P.Box. 560, 1000 Skopje, Republic of North Macedonia",
journal = "Proceedings of the 20th International Symposium MASE, Skopje, North Macedonia, 28 – 29 September 2023",
title = "Shear design of circular concrete sections according to the EC2 truss model",
url = "https://hdl.handle.net/21.15107/rcub_grafar_3190"
}

Pecić, N., Stošić, S., Mašović, S.,& Mašović, D.. (2023). Shear design of circular concrete sections according to the EC2 truss model. in Proceedings of the 20th International Symposium MASE, Skopje, North Macedonia, 28 – 29 September 2023
MASE - Macedonian Association of Structural Engineers Faculty of Civil Engineering, Blvd. Partizanski odredi No. 24 P.Box. 560, 1000 Skopje, Republic of North Macedonia..
https://hdl.handle.net/21.15107/rcub_grafar_3190

Pecić N, Stošić S, Mašović S, Mašović D. Shear design of circular concrete sections according to the EC2 truss model. in Proceedings of the 20th International Symposium MASE, Skopje, North Macedonia, 28 – 29 September 2023. 2023;.
https://hdl.handle.net/21.15107/rcub_grafar_3190 .

Pecić, Nenad, Stošić, Saša, Mašović, Snežana, Mašović, Dragan, "Shear design of circular concrete sections according to the EC2 truss model" in Proceedings of the 20th International Symposium MASE, Skopje, North Macedonia, 28 – 29 September 2023 (2023),
https://hdl.handle.net/21.15107/rcub_grafar_3190 .

TY  - JOUR
AU  - Mitrović, Stefan
AU  - Mašović, Snežana
PY  - 2022
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/3139
AB  - U okviru rada razmatran je betonski integralni nadputnjak raspona 30 metara na magistralnom putu koji je fundiran na šipovima. Analiziran je uticaj krutosti tla na vrednosti statičkih uticaja merodavnih za dimenzionisanje elemenata konstrukcije nadputnjaka i vrednost napona u šipovima konstrukcije. Korišćena su tri slučaja tla čija krutost je određena shodno karakteristikama slojeva. Za potrebe analize korišćen je numerički model nadputnjaka napravljen u softverskom paketu CSiBridge v20 gde je tlo modelirano u formi "opruga" (fleksibilnih oslonaca) postavljenih po visini šipa čija krutost odgovara krutosti sloja tla kroz koji prolazi šip.
PB  - Savez inženjera i tehničara Srbije, Beograd
T2  - Tehnika
T1  - Uporedna analiza betonskog integralnog nadputnjaka pri različitim karakteristikama tla
EP  - 34
IS  - 1
SP  - 27
VL  - 77
DO  - 10.5937/tehnika2201027M
ER  - 

@article{
author = "Mitrović, Stefan and Mašović, Snežana",
year = "2022",
abstract = "U okviru rada razmatran je betonski integralni nadputnjak raspona 30 metara na magistralnom putu koji je fundiran na šipovima. Analiziran je uticaj krutosti tla na vrednosti statičkih uticaja merodavnih za dimenzionisanje elemenata konstrukcije nadputnjaka i vrednost napona u šipovima konstrukcije. Korišćena su tri slučaja tla čija krutost je određena shodno karakteristikama slojeva. Za potrebe analize korišćen je numerički model nadputnjaka napravljen u softverskom paketu CSiBridge v20 gde je tlo modelirano u formi "opruga" (fleksibilnih oslonaca) postavljenih po visini šipa čija krutost odgovara krutosti sloja tla kroz koji prolazi šip.",
publisher = "Savez inženjera i tehničara Srbije, Beograd",
journal = "Tehnika",
title = "Uporedna analiza betonskog integralnog nadputnjaka pri različitim karakteristikama tla",
pages = "34-27",
number = "1",
volume = "77",
doi = "10.5937/tehnika2201027M"
}

Mitrović, S.,& Mašović, S.. (2022). Uporedna analiza betonskog integralnog nadputnjaka pri različitim karakteristikama tla. in Tehnika
Savez inženjera i tehničara Srbije, Beograd., 77(1), 27-34.
https://doi.org/10.5937/tehnika2201027M

Mitrović S, Mašović S. Uporedna analiza betonskog integralnog nadputnjaka pri različitim karakteristikama tla. in Tehnika. 2022;77(1):27-34.
doi:10.5937/tehnika2201027M .

Mitrović, Stefan, Mašović, Snežana, "Uporedna analiza betonskog integralnog nadputnjaka pri različitim karakteristikama tla" in Tehnika, 77, no. 1 (2022):27-34,
https://doi.org/10.5937/tehnika2201027M . .

TY  - JOUR
AU  - Pecić, Nenad
AU  - Mašović, Snežana
AU  - Stošić, Saša
PY  - 2022
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/2681
AB  - Indirect deflection control usually applies the limitation of the span-to-depth
ratio. The procedures that have developed in the past decades have mostly
been derived for predefined values of some of the relevant parameters. Assigning
values to parameters simplifies the application of criteria. Predefined
values may not be suitable for all design situations and some of the recently
published procedures allow direct selection of relevant parameters. This paper
offers new expressions for span-to-depth ratio limits for deflection control.
Expressions include cross-section size, area, and position of tensile and compressive
reinforcement, mechanical and long-term properties of concrete and
deflection limit. The load level is represented by the stress in the tensile reinforcement
so that the ratio of live and total load can be arbitrary. The dimensionless
form of deflection calculation by numerical integration of the mean
curvature according to Eurocode 2 is used to formulate the expressions. The
proposed procedure is verified with a large number of numerical simulations
for different combinations of inputs. Measured long-term deflections, available
from the literature, are also used to test the procedure. The expressions are
suitable for both deflection control and conceptual design.
T2  - Structural Concrete
T1  - Span-to-depth ratio limits for deflection control of reinforced concrete elements
DO  - DOI: 10.1002/suco.202200132
ER  - 

@article{
author = "Pecić, Nenad and Mašović, Snežana and Stošić, Saša",
year = "2022",
abstract = "Indirect deflection control usually applies the limitation of the span-to-depth
ratio. The procedures that have developed in the past decades have mostly
been derived for predefined values of some of the relevant parameters. Assigning
values to parameters simplifies the application of criteria. Predefined
values may not be suitable for all design situations and some of the recently
published procedures allow direct selection of relevant parameters. This paper
offers new expressions for span-to-depth ratio limits for deflection control.
Expressions include cross-section size, area, and position of tensile and compressive
reinforcement, mechanical and long-term properties of concrete and
deflection limit. The load level is represented by the stress in the tensile reinforcement
so that the ratio of live and total load can be arbitrary. The dimensionless
form of deflection calculation by numerical integration of the mean
curvature according to Eurocode 2 is used to formulate the expressions. The
proposed procedure is verified with a large number of numerical simulations
for different combinations of inputs. Measured long-term deflections, available
from the literature, are also used to test the procedure. The expressions are
suitable for both deflection control and conceptual design.",
journal = "Structural Concrete",
title = "Span-to-depth ratio limits for deflection control of reinforced concrete elements",
doi = "DOI: 10.1002/suco.202200132"
}

Pecić, N., Mašović, S.,& Stošić, S.. (2022). Span-to-depth ratio limits for deflection control of reinforced concrete elements. in Structural Concrete.
https://doi.org/DOI: 10.1002/suco.202200132

Pecić N, Mašović S, Stošić S. Span-to-depth ratio limits for deflection control of reinforced concrete elements. in Structural Concrete. 2022;.
doi:DOI: 10.1002/suco.202200132 .

Pecić, Nenad, Mašović, Snežana, Stošić, Saša, "Span-to-depth ratio limits for deflection control of reinforced concrete elements" in Structural Concrete (2022),
https://doi.org/DOI: 10.1002/suco.202200132 . .

TY  - JOUR
AU  - Mitrović, Stefan
AU  - Mašović, Snežana
PY  - 2022
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/2641
AB  - U okviru rada razmatran je betonski integralni nadputnjak raspona 30 metara na magistralnom putu koji je fundiran na šipovima. Analiziran je uticaj krutosti tla na vrednosti statičkih uticaja merodavnih za dimenzionisanje elemenata konstrukcije nadputnjaka i vrednost napona u šipovima konstrukcije. Korišćena su tri slučaja tla čija krutost je određena shodno karakteristikama slojeva. Za potrebe analize korišćen je numerički model nadputnjaka napravljen u softverskom paketu CSiBridge v20 gde je tlo modelirano u formi "opruga" (fleksibilnih oslonaca) postavljenih po visini šipa čija krutost odgovara krutosti sloja tla kroz koji prolazi šip.
PB  - Savez inženjera i tehničara Srbije
T2  - Tehnika
T1  - Uporedna analiza betonskog integralnog nadputnjaka pri različitim karakteristikama tla
EP  - 34
IS  - 1
SP  - 27
VL  - 77
DO  - 10.5937/tehnika2201027M
ER  - 

@article{
author = "Mitrović, Stefan and Mašović, Snežana",
year = "2022",
abstract = "U okviru rada razmatran je betonski integralni nadputnjak raspona 30 metara na magistralnom putu koji je fundiran na šipovima. Analiziran je uticaj krutosti tla na vrednosti statičkih uticaja merodavnih za dimenzionisanje elemenata konstrukcije nadputnjaka i vrednost napona u šipovima konstrukcije. Korišćena su tri slučaja tla čija krutost je određena shodno karakteristikama slojeva. Za potrebe analize korišćen je numerički model nadputnjaka napravljen u softverskom paketu CSiBridge v20 gde je tlo modelirano u formi "opruga" (fleksibilnih oslonaca) postavljenih po visini šipa čija krutost odgovara krutosti sloja tla kroz koji prolazi šip.",
publisher = "Savez inženjera i tehničara Srbije",
journal = "Tehnika",
title = "Uporedna analiza betonskog integralnog nadputnjaka pri različitim karakteristikama tla",
pages = "34-27",
number = "1",
volume = "77",
doi = "10.5937/tehnika2201027M"
}

Mitrović, S.,& Mašović, S.. (2022). Uporedna analiza betonskog integralnog nadputnjaka pri različitim karakteristikama tla. in Tehnika
Savez inženjera i tehničara Srbije., 77(1), 27-34.
https://doi.org/10.5937/tehnika2201027M

Mitrović S, Mašović S. Uporedna analiza betonskog integralnog nadputnjaka pri različitim karakteristikama tla. in Tehnika. 2022;77(1):27-34.
doi:10.5937/tehnika2201027M .

Mitrović, Stefan, Mašović, Snežana, "Uporedna analiza betonskog integralnog nadputnjaka pri različitim karakteristikama tla" in Tehnika, 77, no. 1 (2022):27-34,
https://doi.org/10.5937/tehnika2201027M . .

TY  - CONF
AU  - Mitrović, Stefan
AU  - Stanić, Miloš
AU  - Mašović, Snežana
PY  - 2021
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/2368
AB  - Topic of this article is application of Genetic Algorithm (GA) as a method of
global optimization for determining characteristic dimensions of arch concrete bridge.
Implementation of genetic algorithm for designing elements of an arch bridge with assign
static scheme, span and quality of material is conducted in software Matlab. Goal of this
application is to determine dimensions of cross-section and rise of concrete arch with
minimum use of material and with carry out stress control in characteristic cross sections.
PB  - Građevinski fakultet Subotica
C3  - Contemporary achievements in civil engineering 22-23. April 2021. Subotica, SERBIA
T1  - Application of Genetic Algorithm in design of arch bridge
DO  - 10.14415/konferencijaGFS2021.11
ER  - 

@conference{
author = "Mitrović, Stefan and Stanić, Miloš and Mašović, Snežana",
year = "2021",
abstract = "Topic of this article is application of Genetic Algorithm (GA) as a method of
global optimization for determining characteristic dimensions of arch concrete bridge.
Implementation of genetic algorithm for designing elements of an arch bridge with assign
static scheme, span and quality of material is conducted in software Matlab. Goal of this
application is to determine dimensions of cross-section and rise of concrete arch with
minimum use of material and with carry out stress control in characteristic cross sections.",
publisher = "Građevinski fakultet Subotica",
journal = "Contemporary achievements in civil engineering 22-23. April 2021. Subotica, SERBIA",
title = "Application of Genetic Algorithm in design of arch bridge",
doi = "10.14415/konferencijaGFS2021.11"
}

Mitrović, S., Stanić, M.,& Mašović, S.. (2021). Application of Genetic Algorithm in design of arch bridge. in Contemporary achievements in civil engineering 22-23. April 2021. Subotica, SERBIA
Građevinski fakultet Subotica..
https://doi.org/10.14415/konferencijaGFS2021.11

Mitrović S, Stanić M, Mašović S. Application of Genetic Algorithm in design of arch bridge. in Contemporary achievements in civil engineering 22-23. April 2021. Subotica, SERBIA. 2021;.
doi:10.14415/konferencijaGFS2021.11 .

Mitrović, Stefan, Stanić, Miloš, Mašović, Snežana, "Application of Genetic Algorithm in design of arch bridge" in Contemporary achievements in civil engineering 22-23. April 2021. Subotica, SERBIA (2021),
https://doi.org/10.14415/konferencijaGFS2021.11 . .

TY  - CONF
AU  - Mašović, Snežana
AU  - Pecić, Nenad
AU  - Stošić, Saša
AU  - Masovic, Dragan
PY  - 2021
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/2384
AB  - Propisi za projektovanje konstrukcija se u svetu kontinuirano unapređuju u skladu sa napretkom
tehnike i naučnih znanja. Poboljšanja se odnose na metode koje se koriste za proračun nosivosti
i upotrebljivosti konstrukcija, a takođe i na modele opterećenja. Od 2020. godine u Srbiji su u
primeni propisi za opterećenja mostova prema Evrokodu 1 SRPS EN: 1991-2. Modeli
saobraćajnog opterećenja koji se primjenjuju pri proračunu novih mostova baziraju se na
projekcijama saobraćaja u budućnosti i njihova upotreba u analizi postojećih mostova ne mora
da bude adekvatna. U ovome su radu se daje pregled modela saobraćajnog opterećenja drumskih
mostova prema propisima koji su korišćeni u Srbiji tokom dvadesetog veka, sa posebnim
osvrtom na nove propise.
AB  - Regulations for the design of structures are continuously improved in the world in accordance
with the progress of technology and scientific knowledge. The improvements relate to the
methods used in limit state design of structures, as well as to the load models. Since 2020.,
regulations for traffic loads on bridges according to Eurocode 1 SRPS EN: 1991-2 have been
established in Serbia. The traffic load models applied in the calculation of new bridges are based
on future traffic projections and their use in the analysis of existing bridges may not be adequate.
This paper provides an overview of the traffic load models for road bridges according to the
regulations used in Serbia during the twentieth century, with special reference to the new
regulations.
C3  - ДРУШТВО грађевинских конструктера Србије. Симпозијум 2020 (2021 ; Аранђеловац) Zbornik radova sa Nacionalnog simpozijuma DGKS [Elektronski izvor]
T1  - Novi propisi za saobraćajna opterećenja drumskih mostova
T1  - New regulations for traffic loads on road bridges
EP  - 473
SP  - 464
UR  - https://hdl.handle.net/21.15107/rcub_grafar_2384
ER  - 

@conference{
author = "Mašović, Snežana and Pecić, Nenad and Stošić, Saša and Masovic, Dragan",
year = "2021",
abstract = "Propisi za projektovanje konstrukcija se u svetu kontinuirano unapređuju u skladu sa napretkom
tehnike i naučnih znanja. Poboljšanja se odnose na metode koje se koriste za proračun nosivosti
i upotrebljivosti konstrukcija, a takođe i na modele opterećenja. Od 2020. godine u Srbiji su u
primeni propisi za opterećenja mostova prema Evrokodu 1 SRPS EN: 1991-2. Modeli
saobraćajnog opterećenja koji se primjenjuju pri proračunu novih mostova baziraju se na
projekcijama saobraćaja u budućnosti i njihova upotreba u analizi postojećih mostova ne mora
da bude adekvatna. U ovome su radu se daje pregled modela saobraćajnog opterećenja drumskih
mostova prema propisima koji su korišćeni u Srbiji tokom dvadesetog veka, sa posebnim
osvrtom na nove propise., Regulations for the design of structures are continuously improved in the world in accordance
with the progress of technology and scientific knowledge. The improvements relate to the
methods used in limit state design of structures, as well as to the load models. Since 2020.,
regulations for traffic loads on bridges according to Eurocode 1 SRPS EN: 1991-2 have been
established in Serbia. The traffic load models applied in the calculation of new bridges are based
on future traffic projections and their use in the analysis of existing bridges may not be adequate.
This paper provides an overview of the traffic load models for road bridges according to the
regulations used in Serbia during the twentieth century, with special reference to the new
regulations.",
journal = "ДРУШТВО грађевинских конструктера Србије. Симпозијум 2020 (2021 ; Аранђеловац) Zbornik radova sa Nacionalnog simpozijuma DGKS [Elektronski izvor]",
title = "Novi propisi za saobraćajna opterećenja drumskih mostova, New regulations for traffic loads on road bridges",
pages = "473-464",
url = "https://hdl.handle.net/21.15107/rcub_grafar_2384"
}

Mašović, S., Pecić, N., Stošić, S.,& Masovic, D.. (2021). Novi propisi za saobraćajna opterećenja drumskih mostova. in ДРУШТВО грађевинских конструктера Србије. Симпозијум 2020 (2021 ; Аранђеловац) Zbornik radova sa Nacionalnog simpozijuma DGKS [Elektronski izvor], 464-473.
https://hdl.handle.net/21.15107/rcub_grafar_2384

Mašović S, Pecić N, Stošić S, Masovic D. Novi propisi za saobraćajna opterećenja drumskih mostova. in ДРУШТВО грађевинских конструктера Србије. Симпозијум 2020 (2021 ; Аранђеловац) Zbornik radova sa Nacionalnog simpozijuma DGKS [Elektronski izvor]. 2021;:464-473.
https://hdl.handle.net/21.15107/rcub_grafar_2384 .

Mašović, Snežana, Pecić, Nenad, Stošić, Saša, Masovic, Dragan, "Novi propisi za saobraćajna opterećenja drumskih mostova" in ДРУШТВО грађевинских конструктера Србије. Симпозијум 2020 (2021 ; Аранђеловац) Zbornik radova sa Nacionalnog simpozijuma DGKS [Elektronski izvor] (2021):464-473,
https://hdl.handle.net/21.15107/rcub_grafar_2384 .

TY  - CONF
AU  - Pecić, Nenad
AU  - Mašović, Snežana
AU  - Stošić, Saša
AU  - Mašović, Dragan
PY  - 2021
UR  - http://www.gf.uns.ac.rs/~zbornik/doc/NS2021.15.pdf
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/2382
AB  - The design of concrete members for shear without stirrups, except for the
minimum required, has become a major issue worldwide. It was noticed that the shear
capacity of concrete element according to the Eurocode 2 often gives significant smaller
values than the one predicted by former codes. This fact brought into focus the assessment
of the existing structures which were built with minimum shear reinforcement. Most of the
Code provisions for shear for members without shear reinforcement are based on
empirical relationships. In general, Eurocode 2 doesn’t make a difference between
reinforced and prestressed elements. Several clauses in EN1992-1-1 which deal with the
shear design are critically reviewed in the paper.
AB  - Доказ носивости бетонских елемената на смицање који имају само
минималну попречну арматуру постао је учестао проблем. Примећено је да је
носивост на смицање бетонског елемента без прорачунске арматуре за смицање
према Еврокоду 2 може бити знатно мање вредности од оне предвиђене ранијим
кодовима. То је створило проблем при процени носивости постојећих конструкција
које су изведене без осигурања арматуром за смицање. Генерално, Еврокод 2 не
прави суштинску разлику између армирано-бетонских и претнодно напрегнутих
елемената и у већини питања третира их на исти начин. Неколико клаузула у
ЕН1992-1-1 које се баве контролом смицања су критички разматране у раду.
PB  - Univerzitet z Novom Sadu; Građevinski Fakultet Subotica
C3  - CONFERENCE PROCEEDINGS 8-th INTERNATIONAL CONFERENCE CONTEMPORARY ACHIVEMENT IN CIVIL ENGINEERING 2021
T1  - Shear provisions for concrete structures according to en 1992-1-1: open issues
T1  - Контрола на смицање бетонских конструкција према ен 1992-1-1: отворена питања
EP  - 183
SP  - 173
DO  - DOI: 10.14415/konferencijaGFS2021.15
ER  - 

@conference{
author = "Pecić, Nenad and Mašović, Snežana and Stošić, Saša and Mašović, Dragan",
year = "2021",
abstract = "The design of concrete members for shear without stirrups, except for the
minimum required, has become a major issue worldwide. It was noticed that the shear
capacity of concrete element according to the Eurocode 2 often gives significant smaller
values than the one predicted by former codes. This fact brought into focus the assessment
of the existing structures which were built with minimum shear reinforcement. Most of the
Code provisions for shear for members without shear reinforcement are based on
empirical relationships. In general, Eurocode 2 doesn’t make a difference between
reinforced and prestressed elements. Several clauses in EN1992-1-1 which deal with the
shear design are critically reviewed in the paper., Доказ носивости бетонских елемената на смицање који имају само
минималну попречну арматуру постао је учестао проблем. Примећено је да је
носивост на смицање бетонског елемента без прорачунске арматуре за смицање
према Еврокоду 2 може бити знатно мање вредности од оне предвиђене ранијим
кодовима. То је створило проблем при процени носивости постојећих конструкција
које су изведене без осигурања арматуром за смицање. Генерално, Еврокод 2 не
прави суштинску разлику између армирано-бетонских и претнодно напрегнутих
елемената и у већини питања третира их на исти начин. Неколико клаузула у
ЕН1992-1-1 које се баве контролом смицања су критички разматране у раду.",
publisher = "Univerzitet z Novom Sadu; Građevinski Fakultet Subotica",
journal = "CONFERENCE PROCEEDINGS 8-th INTERNATIONAL CONFERENCE CONTEMPORARY ACHIVEMENT IN CIVIL ENGINEERING 2021",
title = "Shear provisions for concrete structures according to en 1992-1-1: open issues, Контрола на смицање бетонских конструкција према ен 1992-1-1: отворена питања",
pages = "183-173",
doi = "DOI: 10.14415/konferencijaGFS2021.15"
}

Pecić, N., Mašović, S., Stošić, S.,& Mašović, D.. (2021). Shear provisions for concrete structures according to en 1992-1-1: open issues. in CONFERENCE PROCEEDINGS 8-th INTERNATIONAL CONFERENCE CONTEMPORARY ACHIVEMENT IN CIVIL ENGINEERING 2021
Univerzitet z Novom Sadu; Građevinski Fakultet Subotica., 173-183.
https://doi.org/DOI: 10.14415/konferencijaGFS2021.15

Pecić N, Mašović S, Stošić S, Mašović D. Shear provisions for concrete structures according to en 1992-1-1: open issues. in CONFERENCE PROCEEDINGS 8-th INTERNATIONAL CONFERENCE CONTEMPORARY ACHIVEMENT IN CIVIL ENGINEERING 2021. 2021;:173-183.
doi:DOI: 10.14415/konferencijaGFS2021.15 .

Pecić, Nenad, Mašović, Snežana, Stošić, Saša, Mašović, Dragan, "Shear provisions for concrete structures according to en 1992-1-1: open issues" in CONFERENCE PROCEEDINGS 8-th INTERNATIONAL CONFERENCE CONTEMPORARY ACHIVEMENT IN CIVIL ENGINEERING 2021 (2021):173-183,
https://doi.org/DOI: 10.14415/konferencijaGFS2021.15 . .

Jocković, S., Vukićević, M., Marjanović, M., Pujević, V., Mašović, S., Obradović, N.,& Hajdin, R.. (2020). Metodologija za formiranje i razvoj baze podataka o potpornim konstrukcijama. in .
https://hdl.handle.net/21.15107/rcub_grafar_2891

Jocković S, Vukićević M, Marjanović M, Pujević V, Mašović S, Obradović N, Hajdin R. Metodologija za formiranje i razvoj baze podataka o potpornim konstrukcijama. in . 2020;.
https://hdl.handle.net/21.15107/rcub_grafar_2891 .

Jocković, Sanja, Vukićević, Mirjana, Marjanović, Miloš, Pujević, Veljko, Mašović, Snežana, Obradović, Nikola, Hajdin, Rade, "Metodologija za formiranje i razvoj baze podataka o potpornim konstrukcijama" in  (2020),
https://hdl.handle.net/21.15107/rcub_grafar_2891 .

TY  - JOUR
AU  - Mašović, Snežana
AU  - Borislav, Lazić
AU  - Hajdin, Rade
AU  - Nikola, Tanasić
PY  - 2020
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/2224
AB  - Radi   efikasnog   održavanja   mostova,   u   svetu   su   razvijeni   sistemi održavanja   mostova(Bridge   management   system –BMS). U   cilju unapređenja i daljeg razvoja, JP Putevi Srbije su inicirali projekat pod nazivom: Ažuriranje  metodologije  za  pregled  i vrednovanje  stanja mostova  i  izrada  novih  aplikacija  za  upravljanje  bazom  podataka  o mostovima. U  radu  je  prikazano  novo  tehničko  rešenje  baze  podataka  o mostovima, na osnovu koga je uspostavljena i nova aplikacija.
AB  - For    efficient    bridge    maintenance,    bridge management    systems    (BMS)    have    been    developed worldwide. In order to improve and further develop, PE Roads of  Serbia  has  initiated  a  project  entitled:  Updating  the methodology  for  reviewing  and  evaluating  the  condition  of bridges  and  developing  new  applications  for  managing  the database  of  bridges.  The  paper  presents  a  new  technical solution for the database on bridges, based on whicha new application was established.
T2  - Put i saobracaj
T1  - Novo tehničko rešenje baze podataka o mostovima u Republici Srbiji
EP  - 34
IS  - 4
SP  - 19
VL  - 66
DO  - 10.31075/PIS.66.04.03
ER  - 

@article{
author = "Mašović, Snežana and Borislav, Lazić and Hajdin, Rade and Nikola, Tanasić",
year = "2020",
abstract = "Radi   efikasnog   održavanja   mostova,   u   svetu   su   razvijeni   sistemi održavanja   mostova(Bridge   management   system –BMS). U   cilju unapređenja i daljeg razvoja, JP Putevi Srbije su inicirali projekat pod nazivom: Ažuriranje  metodologije  za  pregled  i vrednovanje  stanja mostova  i  izrada  novih  aplikacija  za  upravljanje  bazom  podataka  o mostovima. U  radu  je  prikazano  novo  tehničko  rešenje  baze  podataka  o mostovima, na osnovu koga je uspostavljena i nova aplikacija., For    efficient    bridge    maintenance,    bridge management    systems    (BMS)    have    been    developed worldwide. In order to improve and further develop, PE Roads of  Serbia  has  initiated  a  project  entitled:  Updating  the methodology  for  reviewing  and  evaluating  the  condition  of bridges  and  developing  new  applications  for  managing  the database  of  bridges.  The  paper  presents  a  new  technical solution for the database on bridges, based on whicha new application was established.",
journal = "Put i saobracaj",
title = "Novo tehničko rešenje baze podataka o mostovima u Republici Srbiji",
pages = "34-19",
number = "4",
volume = "66",
doi = "10.31075/PIS.66.04.03"
}

Mašović, S., Borislav, L., Hajdin, R.,& Nikola, T.. (2020). Novo tehničko rešenje baze podataka o mostovima u Republici Srbiji. in Put i saobracaj, 66(4), 19-34.
https://doi.org/10.31075/PIS.66.04.03

Mašović S, Borislav L, Hajdin R, Nikola T. Novo tehničko rešenje baze podataka o mostovima u Republici Srbiji. in Put i saobracaj. 2020;66(4):19-34.
doi:10.31075/PIS.66.04.03 .

Mašović, Snežana, Borislav, Lazić, Hajdin, Rade, Nikola, Tanasić, "Novo tehničko rešenje baze podataka o mostovima u Republici Srbiji" in Put i saobracaj, 66, no. 4 (2020):19-34,
https://doi.org/10.31075/PIS.66.04.03 . .

TY  - JOUR
AU  - Mitrović, Stefan
AU  - Mladenovic, Goran
AU  - Hajdin, Rade
AU  - Mašović, Snežana
PY  - 2020
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/2107
AB  - U radu je dat prikaz vanrednog prevoza na putnoj mreži Republike Srbije. Razmatrane su dozvole za vanredni prevoz koje izdaje javno preduzeće Putevi Srbije za dva reprezentativna meseca april i septembar u 2019. godini. Analizirani su sledeći podaci: dimenzije vozila, broj osovina, ukupna masa vozila, kao i preopterećenje po osovinama. U prvom delu rada prikazan je kratak pregled dosadašnje analize vanrednog prevoza u Evropi i svetu tokom prethodnih 20 godina. kao i tendencije i očekivanja u narednom periodu. Drugi deo rada predstavlja statističku obradu i analizu podataka iz razmatranih dozvola za vanredni prevoz na teritoriji Republike Srbije. Na kraju su dati diskusija i zaključci na osnovu urađene analize podataka iz dozvola.
PB  - Srpsko društvo za puteve
T2  - Put i saobraćaj
T1  - Prikaz vanrednog prevoza na putnoj mreži Republike Srbije
EP  - 48
IS  - 3
SP  - 41
VL  - 66
DO  - 10.31075/PIS.66.03.06
ER  - 

@article{
author = "Mitrović, Stefan and Mladenovic, Goran and Hajdin, Rade and Mašović, Snežana",
year = "2020",
abstract = "U radu je dat prikaz vanrednog prevoza na putnoj mreži Republike Srbije. Razmatrane su dozvole za vanredni prevoz koje izdaje javno preduzeće Putevi Srbije za dva reprezentativna meseca april i septembar u 2019. godini. Analizirani su sledeći podaci: dimenzije vozila, broj osovina, ukupna masa vozila, kao i preopterećenje po osovinama. U prvom delu rada prikazan je kratak pregled dosadašnje analize vanrednog prevoza u Evropi i svetu tokom prethodnih 20 godina. kao i tendencije i očekivanja u narednom periodu. Drugi deo rada predstavlja statističku obradu i analizu podataka iz razmatranih dozvola za vanredni prevoz na teritoriji Republike Srbije. Na kraju su dati diskusija i zaključci na osnovu urađene analize podataka iz dozvola.",
publisher = "Srpsko društvo za puteve",
journal = "Put i saobraćaj",
title = "Prikaz vanrednog prevoza na putnoj mreži Republike Srbije",
pages = "48-41",
number = "3",
volume = "66",
doi = "10.31075/PIS.66.03.06"
}

Mitrović, S., Mladenovic, G., Hajdin, R.,& Mašović, S.. (2020). Prikaz vanrednog prevoza na putnoj mreži Republike Srbije. in Put i saobraćaj
Srpsko društvo za puteve., 66(3), 41-48.
https://doi.org/10.31075/PIS.66.03.06

Mitrović S, Mladenovic G, Hajdin R, Mašović S. Prikaz vanrednog prevoza na putnoj mreži Republike Srbije. in Put i saobraćaj. 2020;66(3):41-48.
doi:10.31075/PIS.66.03.06 .

Mitrović, Stefan, Mladenovic, Goran, Hajdin, Rade, Mašović, Snežana, "Prikaz vanrednog prevoza na putnoj mreži Republike Srbije" in Put i saobraćaj, 66, no. 3 (2020):41-48,
https://doi.org/10.31075/PIS.66.03.06 . .

TY  - CONF
AU  - Kušar, Matej
AU  - Linneberg, Poul
AU  - Amado, João Luís
AU  - Mašović, Snežana
AU  - Nikola, Tanasić
AU  - Hajdin, Rade
PY  - 2019
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/2657
AB  - The main objective of the COST Action TU1406 is to develop a guideline for the establishment of Quality Control plans for roadway bridges. The guideline is based on conclusions of Working groups 1 and 2 of the Action and is further developed with the contributions and findings of members of Working group 3. The paper presents the overview of the developed framework, where gradual damage processes as well as sudden events are being addressed in evaluation of Key Performance Indicators. The proposed framework relies on data from design and construction phase, as well as from results from visual inspections that are used for an assessment of safety and serviceability - the primary concerns of bridge managers. Special attention is aimed at possible Failure modes and related bridge Vulnerable zones. These are, for instance high moment regions, high shear regions and constructions joints, but can also be zones of bridge conceptual weaknesses. Since there are differences in design and materials for various bridge types, the suitability of the framework is tested separately for girder/frame bridges and arch bridges. Due to the specifics of sudden events, the application of the framework is given separately from gradual damage processes. Emphasis is given on flooding and scour as these are the most common culprits of bridge failures. The steps in the implementation of the framework are briefly shown and an illustrative example is presented.
C3  - IABSE Symposium, Guimaraes 2019: Towards a Resilient Built Environment Risk and Asset Management - Report, 2019
T1  - Quality control plan for road bridges – Overview of COST Action TU1406 WG3 final report
EP  - 1305
SP  - 1298
DO  - DOI:10.2749/guimaraes.2019.1298
DO  - DOI:10.2749/guimaraes.2019.1298
ER  - 

@conference{
author = "Kušar, Matej and Linneberg, Poul and Amado, João Luís and Mašović, Snežana and Nikola, Tanasić and Hajdin, Rade",
year = "2019",
abstract = "The main objective of the COST Action TU1406 is to develop a guideline for the establishment of Quality Control plans for roadway bridges. The guideline is based on conclusions of Working groups 1 and 2 of the Action and is further developed with the contributions and findings of members of Working group 3. The paper presents the overview of the developed framework, where gradual damage processes as well as sudden events are being addressed in evaluation of Key Performance Indicators. The proposed framework relies on data from design and construction phase, as well as from results from visual inspections that are used for an assessment of safety and serviceability - the primary concerns of bridge managers. Special attention is aimed at possible Failure modes and related bridge Vulnerable zones. These are, for instance high moment regions, high shear regions and constructions joints, but can also be zones of bridge conceptual weaknesses. Since there are differences in design and materials for various bridge types, the suitability of the framework is tested separately for girder/frame bridges and arch bridges. Due to the specifics of sudden events, the application of the framework is given separately from gradual damage processes. Emphasis is given on flooding and scour as these are the most common culprits of bridge failures. The steps in the implementation of the framework are briefly shown and an illustrative example is presented.",
journal = "IABSE Symposium, Guimaraes 2019: Towards a Resilient Built Environment Risk and Asset Management - Report, 2019",
title = "Quality control plan for road bridges – Overview of COST Action TU1406 WG3 final report",
pages = "1305-1298",
doi = "DOI:10.2749/guimaraes.2019.1298, DOI:10.2749/guimaraes.2019.1298"
}

Kušar, M., Linneberg, P., Amado, J. L., Mašović, S., Nikola, T.,& Hajdin, R.. (2019). Quality control plan for road bridges – Overview of COST Action TU1406 WG3 final report. in IABSE Symposium, Guimaraes 2019: Towards a Resilient Built Environment Risk and Asset Management - Report, 2019, 1298-1305.
https://doi.org/DOI:10.2749/guimaraes.2019.1298

Kušar M, Linneberg P, Amado JL, Mašović S, Nikola T, Hajdin R. Quality control plan for road bridges – Overview of COST Action TU1406 WG3 final report. in IABSE Symposium, Guimaraes 2019: Towards a Resilient Built Environment Risk and Asset Management - Report, 2019. 2019;:1298-1305.
doi:DOI:10.2749/guimaraes.2019.1298 .

Kušar, Matej, Linneberg, Poul, Amado, João Luís, Mašović, Snežana, Nikola, Tanasić, Hajdin, Rade, "Quality control plan for road bridges – Overview of COST Action TU1406 WG3 final report" in IABSE Symposium, Guimaraes 2019: Towards a Resilient Built Environment Risk and Asset Management - Report, 2019 (2019):1298-1305,
https://doi.org/DOI:10.2749/guimaraes.2019.1298 . .

TY  - RPRT
AU  - Hajdin, Rade
AU  - Kušar, Matej
AU  - Mašović, Snežana
AU  - Linneberg, Poul
AU  - Amado, João Luís
AU  - Tanasić, Nikola
PY  - 2018
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/2389
AB  - There is a broad consensus that the benefits of road infrastructure for the society cannot be overestimated. The investments in road infrastructure raise the growth potential of a national economy, which can be fully exploited by efficient utilization of the road infrastructure. It is difficult to quantify the economic benefit of road infrastructure but its lower bound is estimated to be between 4% (U.S. DOT, 2015) and 10% (Kurte & Esser, 2008), (ARE, ASTRA, 2006) of Gross Domestic Product (GDP). Apart from purely economic benefit, the road infrastructure enables road users to be involved in various activities that yield private, public and social benefits (Frischmann, 2012). Maintaining these benefits on the long run in economically efficient, environmentally responsible and socially reconcilable manner, is the fundamental task of road authorities. They are bound to provide fast, safe, comfortable, and affordable travel. The quality control plan here presented specifies all activities and tools, needed to ensure quality. In case of road infrastructure, the quality control plan defines the extent and the interval of inspections or investigations and data necessary to estimate key performance indicators (KPI) and forecast their future development. Quality control plan also includes decision model that suggest maintenance action based on the forecast of key performance indicators.
AB  - Postoji širok konsenzus da se društvena dobit od drumske infrastrukture ne sme potceniti. Ulaganja u putnu infrastrukturu povećavaju potencijal rasta nacionalne ekonomije, koji se može u potpunosti iskoristiti efikasnim korišćenjem putne infrastrukture. Teško je kvantifikovati ekonomsku korist putne infrastrukture, ali procenjuje se da je njena donja granica između 4% (US DOT, 2015) i 10% (Kurte & Esser, 2008), (ARE, ASTRA, 2006) bruto domaćeg proizvoda (BDP). Osim čisto ekonomske koristi, putna infrastruktura omogućava učesnicima u saobraćaju da budu uključeni u različite aktivnosti koje donose privatnu, javnu i društvenu korist (Frischmann, 2012). Održavanje ovih beneficija na dugi rok na ekonomski efikasan, ekološki odgovoran i društveno pomiran način, osnovni je zadatak putnih vlasti. Oni su dužni da obezbede brzo, sigurno, udobno i pristupačno putovanje. Ovdje predstavljeni plan kontrole kvaliteta specificira sve aktivnosti i alate potrebne za osiguranje kvaliteta. U slučaju putne infrastrukture, plan kontrole kvaliteta definiše obim i interval inspekcija ili istraživanja i podatke neophodne za procenu ključnih pokazatelja učinka (KPI) i predviđanje njihovog budućeg razvoja. Plan kontrole kvaliteta takođe uključuje model odlučivanja koji predlaže akcije održavanja na osnovu predviđanja ključnih pokazatelja učinka.
T2  - TU1406 - Quality specifications for roadway bridges, standardization at a European level (BridgeSpec)
T1  - Establishment of a Quality Control Plan - WG3
T1  - Establishment of a Quality Control Plan - WG3
DO  - 10.13140/RG.2.2.28730.03526
ER  - 

@techreport{
author = "Hajdin, Rade and Kušar, Matej and Mašović, Snežana and Linneberg, Poul and Amado, João Luís and Tanasić, Nikola",
year = "2018",
abstract = "There is a broad consensus that the benefits of road infrastructure for the society cannot be overestimated. The investments in road infrastructure raise the growth potential of a national economy, which can be fully exploited by efficient utilization of the road infrastructure. It is difficult to quantify the economic benefit of road infrastructure but its lower bound is estimated to be between 4% (U.S. DOT, 2015) and 10% (Kurte & Esser, 2008), (ARE, ASTRA, 2006) of Gross Domestic Product (GDP). Apart from purely economic benefit, the road infrastructure enables road users to be involved in various activities that yield private, public and social benefits (Frischmann, 2012). Maintaining these benefits on the long run in economically efficient, environmentally responsible and socially reconcilable manner, is the fundamental task of road authorities. They are bound to provide fast, safe, comfortable, and affordable travel. The quality control plan here presented specifies all activities and tools, needed to ensure quality. In case of road infrastructure, the quality control plan defines the extent and the interval of inspections or investigations and data necessary to estimate key performance indicators (KPI) and forecast their future development. Quality control plan also includes decision model that suggest maintenance action based on the forecast of key performance indicators., Postoji širok konsenzus da se društvena dobit od drumske infrastrukture ne sme potceniti. Ulaganja u putnu infrastrukturu povećavaju potencijal rasta nacionalne ekonomije, koji se može u potpunosti iskoristiti efikasnim korišćenjem putne infrastrukture. Teško je kvantifikovati ekonomsku korist putne infrastrukture, ali procenjuje se da je njena donja granica između 4% (US DOT, 2015) i 10% (Kurte & Esser, 2008), (ARE, ASTRA, 2006) bruto domaćeg proizvoda (BDP). Osim čisto ekonomske koristi, putna infrastruktura omogućava učesnicima u saobraćaju da budu uključeni u različite aktivnosti koje donose privatnu, javnu i društvenu korist (Frischmann, 2012). Održavanje ovih beneficija na dugi rok na ekonomski efikasan, ekološki odgovoran i društveno pomiran način, osnovni je zadatak putnih vlasti. Oni su dužni da obezbede brzo, sigurno, udobno i pristupačno putovanje. Ovdje predstavljeni plan kontrole kvaliteta specificira sve aktivnosti i alate potrebne za osiguranje kvaliteta. U slučaju putne infrastrukture, plan kontrole kvaliteta definiše obim i interval inspekcija ili istraživanja i podatke neophodne za procenu ključnih pokazatelja učinka (KPI) i predviđanje njihovog budućeg razvoja. Plan kontrole kvaliteta takođe uključuje model odlučivanja koji predlaže akcije održavanja na osnovu predviđanja ključnih pokazatelja učinka.",
journal = "TU1406 - Quality specifications for roadway bridges, standardization at a European level (BridgeSpec)",
title = "Establishment of a Quality Control Plan - WG3, Establishment of a Quality Control Plan - WG3",
doi = "10.13140/RG.2.2.28730.03526"
}

Hajdin, R., Kušar, M., Mašović, S., Linneberg, P., Amado, J. L.,& Tanasić, N.. (2018). Establishment of a Quality Control Plan - WG3. in TU1406 - Quality specifications for roadway bridges, standardization at a European level (BridgeSpec).
https://doi.org/10.13140/RG.2.2.28730.03526

Hajdin R, Kušar M, Mašović S, Linneberg P, Amado JL, Tanasić N. Establishment of a Quality Control Plan - WG3. in TU1406 - Quality specifications for roadway bridges, standardization at a European level (BridgeSpec). 2018;.
doi:10.13140/RG.2.2.28730.03526 .

Hajdin, Rade, Kušar, Matej, Mašović, Snežana, Linneberg, Poul, Amado, João Luís, Tanasić, Nikola, "Establishment of a Quality Control Plan - WG3" in TU1406 - Quality specifications for roadway bridges, standardization at a European level (BridgeSpec) (2018),
https://doi.org/10.13140/RG.2.2.28730.03526 . .

TY  - CONF
AU  - José Matos, José
AU  - Solgaard, Anders
AU  - Linneberg, Poul
AU  - Silva, Mauricio Sanchez
AU  - Strauss, Alfred
AU  - Stipanovic, Irina
AU  - Casas, Joan
AU  - Mašović, Snežana
AU  - Caprani, Colin
AU  - Novak, Drahomir
AU  - Akiyama, Mitsuyoshi
PY  - 2018
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/2656
AB  - Tools, guidelines and standards for assessment of Life Cycle Cost (LCC) of built environment e.g. buildings, infrastructure assets etc. have gained impact over the past years. Owner and operator application of tools, guidelines and standards enhances optimization of operation and maintenance with due respect to their budgets. In order to aid owners, operators and their designers, a task group under fib has been established to prepare a state-of-the-art report regarding LCC analyses of concrete assets. The state-of-the-art report contains a description of existing LCC standards and guidelines, their applicability, the definition of different cost elements, and the treatment of uncertain information in a reliability or risk based framework, etc. providing the reader with background information and methodology for preparation of such analysis. Moreover, the report contains case studies, presenting the applicability of the LCC analysis methodology.
C3  - IABSE Conference 2018 –Engineering the Past, to Meet the Needs of the Future June 25-27 2018, Copenhagen, Denmark
T1  - Life Cycle Cost Management of Concrete Structures
EP  - 136
SP  - 130
UR  - https://hdl.handle.net/21.15107/rcub_grafar_2656
ER  - 

@conference{
author = "José Matos, José and Solgaard, Anders and Linneberg, Poul and Silva, Mauricio Sanchez and Strauss, Alfred and Stipanovic, Irina and Casas, Joan and Mašović, Snežana and Caprani, Colin and Novak, Drahomir and Akiyama, Mitsuyoshi",
year = "2018",
abstract = "Tools, guidelines and standards for assessment of Life Cycle Cost (LCC) of built environment e.g. buildings, infrastructure assets etc. have gained impact over the past years. Owner and operator application of tools, guidelines and standards enhances optimization of operation and maintenance with due respect to their budgets. In order to aid owners, operators and their designers, a task group under fib has been established to prepare a state-of-the-art report regarding LCC analyses of concrete assets. The state-of-the-art report contains a description of existing LCC standards and guidelines, their applicability, the definition of different cost elements, and the treatment of uncertain information in a reliability or risk based framework, etc. providing the reader with background information and methodology for preparation of such analysis. Moreover, the report contains case studies, presenting the applicability of the LCC analysis methodology.",
journal = "IABSE Conference 2018 –Engineering the Past, to Meet the Needs of the Future June 25-27 2018, Copenhagen, Denmark",
title = "Life Cycle Cost Management of Concrete Structures",
pages = "136-130",
url = "https://hdl.handle.net/21.15107/rcub_grafar_2656"
}

José Matos, J., Solgaard, A., Linneberg, P., Silva, M. S., Strauss, A., Stipanovic, I., Casas, J., Mašović, S., Caprani, C., Novak, D.,& Akiyama, M.. (2018). Life Cycle Cost Management of Concrete Structures. in IABSE Conference 2018 –Engineering the Past, to Meet the Needs of the Future June 25-27 2018, Copenhagen, Denmark, 130-136.
https://hdl.handle.net/21.15107/rcub_grafar_2656

José Matos J, Solgaard A, Linneberg P, Silva MS, Strauss A, Stipanovic I, Casas J, Mašović S, Caprani C, Novak D, Akiyama M. Life Cycle Cost Management of Concrete Structures. in IABSE Conference 2018 –Engineering the Past, to Meet the Needs of the Future June 25-27 2018, Copenhagen, Denmark. 2018;:130-136.
https://hdl.handle.net/21.15107/rcub_grafar_2656 .

José Matos, José, Solgaard, Anders, Linneberg, Poul, Silva, Mauricio Sanchez, Strauss, Alfred, Stipanovic, Irina, Casas, Joan, Mašović, Snežana, Caprani, Colin, Novak, Drahomir, Akiyama, Mitsuyoshi, "Life Cycle Cost Management of Concrete Structures" in IABSE Conference 2018 –Engineering the Past, to Meet the Needs of the Future June 25-27 2018, Copenhagen, Denmark (2018):130-136,
https://hdl.handle.net/21.15107/rcub_grafar_2656 .

TY  - JOUR
AU  - Pecić, Nenad
AU  - Mašović, Snežana
AU  - Stošić, Saša
PY  - 2017
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/860
AB  - Code provisions for a simplified check of the long-term deflection of concrete structures are generally developed for predefined values of the relevant input parameters. Deflection calculation may be of interest to account for different design situations. EN 1992-1-1 advocates the integration of curvatures calculated using the effective modulus of concrete. This paper presents an efficient procedure for calculation of the long-term deflection due to a sustained load. A nondimensional analysis of the mean curvature is applied to evaluate the deflection. The deflection is calculated using a set of algebraic expressions. The result is close to the value obtained by the numerical integration of curvatures. The values of relevant parameters in the expressions may be selected within the common range for the design of engineering structures. The efficiency of the deflection prediction based on the integration of curvatures is tested on the available experimental data. In the first approach, the measured material properties are used. In the second approach, the required values are derived from EN 1992-1-1 expressions to predict the material properties.
PB  - Wiley-Blackwell
T2  - Structural Concrete
T1  - Verification of deflection according to Eurocode 2
EP  - 849
IS  - 6
SP  - 839
VL  - 18
DO  - 10.1002/suco.201600234
ER  - 

@article{
author = "Pecić, Nenad and Mašović, Snežana and Stošić, Saša",
year = "2017",
abstract = "Code provisions for a simplified check of the long-term deflection of concrete structures are generally developed for predefined values of the relevant input parameters. Deflection calculation may be of interest to account for different design situations. EN 1992-1-1 advocates the integration of curvatures calculated using the effective modulus of concrete. This paper presents an efficient procedure for calculation of the long-term deflection due to a sustained load. A nondimensional analysis of the mean curvature is applied to evaluate the deflection. The deflection is calculated using a set of algebraic expressions. The result is close to the value obtained by the numerical integration of curvatures. The values of relevant parameters in the expressions may be selected within the common range for the design of engineering structures. The efficiency of the deflection prediction based on the integration of curvatures is tested on the available experimental data. In the first approach, the measured material properties are used. In the second approach, the required values are derived from EN 1992-1-1 expressions to predict the material properties.",
publisher = "Wiley-Blackwell",
journal = "Structural Concrete",
title = "Verification of deflection according to Eurocode 2",
pages = "849-839",
number = "6",
volume = "18",
doi = "10.1002/suco.201600234"
}

Pecić, N., Mašović, S.,& Stošić, S.. (2017). Verification of deflection according to Eurocode 2. in Structural Concrete
Wiley-Blackwell., 18(6), 839-849.
https://doi.org/10.1002/suco.201600234

Pecić N, Mašović S, Stošić S. Verification of deflection according to Eurocode 2. in Structural Concrete. 2017;18(6):839-849.
doi:10.1002/suco.201600234 .

Pecić, Nenad, Mašović, Snežana, Stošić, Saša, "Verification of deflection according to Eurocode 2" in Structural Concrete, 18, no. 6 (2017):839-849,
https://doi.org/10.1002/suco.201600234 . .

TY  - CONF
AU  - Linneberg, Poul
AU  - Mašović, Snežana
AU  - Hajdin, Rade
PY  - 2017
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/2225
AB  - Infrastructure Managers works every day according to some kind of Quality Control Plan (QCP) in order to ensure a desired quality with minimum traffic interruption balancing cost, risks (implicit or explicit) and performance. These QCPs varies significantly among European countries, which urges the establishment of a common European guideline. COST TU1406 Working Group 3 has the aim of providing a detailed explanation of the steps towards the establishment of a QCP. The approach is generic and evaluates performance values with due attention to: 1) Structure and its constitutive element incl. background material such as birth certificates, 2) Time-dependent Performance Indicators (PI) from observations (e.g. spalling) with due reference to the underlying deterioration processes (e.g. alkali-silica reaction) and 3) Related Key Performance Indicators (KPI) based on the Dutch risk-driven maintenance concept RAMSSHE€P, ref. [1]. This paper outline QCP's for concrete girder and frame bridges.
C3  - IABSE Symposium 2017, Engineering the Future, Vancouver, Canada, IABSE Symposium Report
T1  - Quality Control Plans for Girder and Frame Bridges
EP  - .2666
SP  - 2659
VL  - 109
UR  - https://hdl.handle.net/21.15107/rcub_grafar_2225
ER  - 

@conference{
author = "Linneberg, Poul and Mašović, Snežana and Hajdin, Rade",
year = "2017",
abstract = "Infrastructure Managers works every day according to some kind of Quality Control Plan (QCP) in order to ensure a desired quality with minimum traffic interruption balancing cost, risks (implicit or explicit) and performance. These QCPs varies significantly among European countries, which urges the establishment of a common European guideline. COST TU1406 Working Group 3 has the aim of providing a detailed explanation of the steps towards the establishment of a QCP. The approach is generic and evaluates performance values with due attention to: 1) Structure and its constitutive element incl. background material such as birth certificates, 2) Time-dependent Performance Indicators (PI) from observations (e.g. spalling) with due reference to the underlying deterioration processes (e.g. alkali-silica reaction) and 3) Related Key Performance Indicators (KPI) based on the Dutch risk-driven maintenance concept RAMSSHE€P, ref. [1]. This paper outline QCP's for concrete girder and frame bridges.",
journal = "IABSE Symposium 2017, Engineering the Future, Vancouver, Canada, IABSE Symposium Report",
title = "Quality Control Plans for Girder and Frame Bridges",
pages = ".2666-2659",
volume = "109",
url = "https://hdl.handle.net/21.15107/rcub_grafar_2225"
}

Linneberg, P., Mašović, S.,& Hajdin, R.. (2017). Quality Control Plans for Girder and Frame Bridges. in IABSE Symposium 2017, Engineering the Future, Vancouver, Canada, IABSE Symposium Report, 109, 2659-.2666.
https://hdl.handle.net/21.15107/rcub_grafar_2225

Linneberg P, Mašović S, Hajdin R. Quality Control Plans for Girder and Frame Bridges. in IABSE Symposium 2017, Engineering the Future, Vancouver, Canada, IABSE Symposium Report. 2017;109:2659-.2666.
https://hdl.handle.net/21.15107/rcub_grafar_2225 .

Linneberg, Poul, Mašović, Snežana, Hajdin, Rade, "Quality Control Plans for Girder and Frame Bridges" in IABSE Symposium 2017, Engineering the Future, Vancouver, Canada, IABSE Symposium Report, 109 (2017):2659-.2666,
https://hdl.handle.net/21.15107/rcub_grafar_2225 .

TY  - CONF
AU  - Mašović, Snežana
AU  - Tanasić, Nikola
PY  - 2016
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/1469
PB  - Društvo građevinskih konstruktera Srbije, Beograd
C3  - Zbornik radova / Društvо građevinskih konstruktera Srbije, Simpozijum 2016, 15-17. septembar, Zlatibor
T1  - Rizik u građevinskom konstrukterstvu
EP  - 1114
SP  - 1105
UR  - https://hdl.handle.net/21.15107/rcub_grafar_1469
ER  - 

@conference{
author = "Mašović, Snežana and Tanasić, Nikola",
year = "2016",
publisher = "Društvo građevinskih konstruktera Srbije, Beograd",
journal = "Zbornik radova / Društvо građevinskih konstruktera Srbije, Simpozijum 2016, 15-17. septembar, Zlatibor",
title = "Rizik u građevinskom konstrukterstvu",
pages = "1114-1105",
url = "https://hdl.handle.net/21.15107/rcub_grafar_1469"
}

Mašović, S.,& Tanasić, N.. (2016). Rizik u građevinskom konstrukterstvu. in Zbornik radova / Društvо građevinskih konstruktera Srbije, Simpozijum 2016, 15-17. septembar, Zlatibor
Društvo građevinskih konstruktera Srbije, Beograd., 1105-1114.
https://hdl.handle.net/21.15107/rcub_grafar_1469

Mašović S, Tanasić N. Rizik u građevinskom konstrukterstvu. in Zbornik radova / Društvо građevinskih konstruktera Srbije, Simpozijum 2016, 15-17. septembar, Zlatibor. 2016;:1105-1114.
https://hdl.handle.net/21.15107/rcub_grafar_1469 .

Mašović, Snežana, Tanasić, Nikola, "Rizik u građevinskom konstrukterstvu" in Zbornik radova / Društvо građevinskih konstruktera Srbije, Simpozijum 2016, 15-17. septembar, Zlatibor (2016):1105-1114,
https://hdl.handle.net/21.15107/rcub_grafar_1469 .

TY  - CONF
AU  - Pecić, Nenad
AU  - Mašović, Snežana
PY  - 2016
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/1459
PB  - Društvo građevinskih konstruktera Srbije, Belgrade
C3  - Zbornik radova / Društvо građevinskih konstruktera Srbije, Simpozijum 2016, 15-17. septembar, Zlatibor
T1  - Proračun prethodno napregnutih konstrukcija prema evrokodovima
EP  - 217
SP  - 208
UR  - https://hdl.handle.net/21.15107/rcub_grafar_1459
ER  - 

@conference{
author = "Pecić, Nenad and Mašović, Snežana",
year = "2016",
publisher = "Društvo građevinskih konstruktera Srbije, Belgrade",
journal = "Zbornik radova / Društvо građevinskih konstruktera Srbije, Simpozijum 2016, 15-17. septembar, Zlatibor",
title = "Proračun prethodno napregnutih konstrukcija prema evrokodovima",
pages = "217-208",
url = "https://hdl.handle.net/21.15107/rcub_grafar_1459"
}

Pecić, N.,& Mašović, S.. (2016). Proračun prethodno napregnutih konstrukcija prema evrokodovima. in Zbornik radova / Društvо građevinskih konstruktera Srbije, Simpozijum 2016, 15-17. septembar, Zlatibor
Društvo građevinskih konstruktera Srbije, Belgrade., 208-217.
https://hdl.handle.net/21.15107/rcub_grafar_1459

Pecić N, Mašović S. Proračun prethodno napregnutih konstrukcija prema evrokodovima. in Zbornik radova / Društvо građevinskih konstruktera Srbije, Simpozijum 2016, 15-17. septembar, Zlatibor. 2016;:208-217.
https://hdl.handle.net/21.15107/rcub_grafar_1459 .

Pecić, Nenad, Mašović, Snežana, "Proračun prethodno napregnutih konstrukcija prema evrokodovima" in Zbornik radova / Društvо građevinskih konstruktera Srbije, Simpozijum 2016, 15-17. septembar, Zlatibor (2016):208-217,
https://hdl.handle.net/21.15107/rcub_grafar_1459 .

TY  - CONF
AU  - Mašović, Snežana
PY  - 2016
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/1443
PB  - Faculty Of Civil Engineering, Belgrade
C3  - eBook of the 2nd Workshop Meeting, Belgrade, March30th - April 1st 2016 / TU1406 COST action
T1  - Forecasting of performance indicators
EP  - 254
SP  - 233
UR  - https://hdl.handle.net/21.15107/rcub_grafar_1443
ER  - 

@conference{
author = "Mašović, Snežana",
year = "2016",
publisher = "Faculty Of Civil Engineering, Belgrade",
journal = "eBook of the 2nd Workshop Meeting, Belgrade, March30th - April 1st 2016 / TU1406 COST action",
title = "Forecasting of performance indicators",
pages = "254-233",
url = "https://hdl.handle.net/21.15107/rcub_grafar_1443"
}

Mašović, S.. (2016). Forecasting of performance indicators. in eBook of the 2nd Workshop Meeting, Belgrade, March30th - April 1st 2016 / TU1406 COST action
Faculty Of Civil Engineering, Belgrade., 233-254.
https://hdl.handle.net/21.15107/rcub_grafar_1443

Mašović S. Forecasting of performance indicators. in eBook of the 2nd Workshop Meeting, Belgrade, March30th - April 1st 2016 / TU1406 COST action. 2016;:233-254.
https://hdl.handle.net/21.15107/rcub_grafar_1443 .

Mašović, Snežana, "Forecasting of performance indicators" in eBook of the 2nd Workshop Meeting, Belgrade, March30th - April 1st 2016 / TU1406 COST action (2016):233-254,
https://hdl.handle.net/21.15107/rcub_grafar_1443 .

TY  - CONF
AU  - Mašović, Snežana
AU  - Veljović, Momčilo
AU  - Tanasić, Nikola
AU  - Hajdin, Rade
PY  - 2016
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/1438
PB  - Beograd
C3  - Zbornik radova / Drugi srpski kongres o putevima, 9. i 10. jun 2016., Beograd
T1  - Standardizacija smernica za pregled i održavanje drumskih mostova na evropskom nivou i praksa u Republici Srbiji
UR  - https://hdl.handle.net/21.15107/rcub_grafar_1438
ER  - 

@conference{
author = "Mašović, Snežana and Veljović, Momčilo and Tanasić, Nikola and Hajdin, Rade",
year = "2016",
publisher = "Beograd",
journal = "Zbornik radova / Drugi srpski kongres o putevima, 9. i 10. jun 2016., Beograd",
title = "Standardizacija smernica za pregled i održavanje drumskih mostova na evropskom nivou i praksa u Republici Srbiji",
url = "https://hdl.handle.net/21.15107/rcub_grafar_1438"
}

Mašović, S., Veljović, M., Tanasić, N.,& Hajdin, R.. (2016). Standardizacija smernica za pregled i održavanje drumskih mostova na evropskom nivou i praksa u Republici Srbiji. in Zbornik radova / Drugi srpski kongres o putevima, 9. i 10. jun 2016., Beograd
Beograd..
https://hdl.handle.net/21.15107/rcub_grafar_1438

Mašović S, Veljović M, Tanasić N, Hajdin R. Standardizacija smernica za pregled i održavanje drumskih mostova na evropskom nivou i praksa u Republici Srbiji. in Zbornik radova / Drugi srpski kongres o putevima, 9. i 10. jun 2016., Beograd. 2016;.
https://hdl.handle.net/21.15107/rcub_grafar_1438 .

Mašović, Snežana, Veljović, Momčilo, Tanasić, Nikola, Hajdin, Rade, "Standardizacija smernica za pregled i održavanje drumskih mostova na evropskom nivou i praksa u Republici Srbiji" in Zbornik radova / Drugi srpski kongres o putevima, 9. i 10. jun 2016., Beograd (2016),
https://hdl.handle.net/21.15107/rcub_grafar_1438 .

TY  - JOUR
AU  - Mašović, Snežana
AU  - Hajdin, Rade
PY  - 2015
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/1035
T2  - Put i saobraćaj
T1  - Optimalna politika održavanja drumskih mostova u Srbiji
EP  - 22
IS  - 2
SP  - 12
UR  - https://hdl.handle.net/21.15107/rcub_grafar_1035
ER  - 

@article{
author = "Mašović, Snežana and Hajdin, Rade",
year = "2015",
journal = "Put i saobraćaj",
title = "Optimalna politika održavanja drumskih mostova u Srbiji",
pages = "22-12",
number = "2",
url = "https://hdl.handle.net/21.15107/rcub_grafar_1035"
}

Mašović, S.,& Hajdin, R.. (2015). Optimalna politika održavanja drumskih mostova u Srbiji. in Put i saobraćaj(2), 12-22.
https://hdl.handle.net/21.15107/rcub_grafar_1035

Mašović S, Hajdin R. Optimalna politika održavanja drumskih mostova u Srbiji. in Put i saobraćaj. 2015;(2):12-22.
https://hdl.handle.net/21.15107/rcub_grafar_1035 .

Mašović, Snežana, Hajdin, Rade, "Optimalna politika održavanja drumskih mostova u Srbiji" in Put i saobraćaj, no. 2 (2015):12-22,
https://hdl.handle.net/21.15107/rcub_grafar_1035 .