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  - 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  - 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 . .