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  - 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  - Tanasić, Nikola
AU  - Isailović, Dušan
AU  - Hajdin, Rade
AU  - Campos e Matos, Jose
PY  - 2018
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/2167
AB  - The elaboration of adequate quality control plans is one of the crucial tasks in bridge management
today. This is the topic of the ongoing COST TU1406 action, where it is proposed to control quality focus by means of
key performance indicators. To this date, the qualitative methodology for the assessment of the indicators is suggested,
with a framework that can be upgraded to a full quantitative approach in future. The methodology is envisioned to
enhance current management practices, which predominantly rely on visual inspections, and use only the essential data
from bridge inventory and inspections for decision-making. The pivotal key performance indicator is suggested to be
reliability, the assessment of which is performed for likely bridge failure modes. Here, it is required to include the
impact of physical features (e.g. damages, symptoms) observed in inspections, especially those which may considerably
affect the reliability. The two approaches suggested within COST Working Group 3 report to assess the reliability and
the possibilities for their application in practice are presented in this paper.
PB  - European Cooperation in Science & Technology (COST)
C3  - TU1406 COST Action meeting eBook
T1  - Quality Control оf Roadway Bridges - Reliability Assessment
EP  - 331
SP  - 325
UR  - https://hdl.handle.net/21.15107/rcub_grafar_2167
ER  - 

@conference{
author = "Tanasić, Nikola and Isailović, Dušan and Hajdin, Rade and Campos e Matos, Jose",
year = "2018",
abstract = "The elaboration of adequate quality control plans is one of the crucial tasks in bridge management
today. This is the topic of the ongoing COST TU1406 action, where it is proposed to control quality focus by means of
key performance indicators. To this date, the qualitative methodology for the assessment of the indicators is suggested,
with a framework that can be upgraded to a full quantitative approach in future. The methodology is envisioned to
enhance current management practices, which predominantly rely on visual inspections, and use only the essential data
from bridge inventory and inspections for decision-making. The pivotal key performance indicator is suggested to be
reliability, the assessment of which is performed for likely bridge failure modes. Here, it is required to include the
impact of physical features (e.g. damages, symptoms) observed in inspections, especially those which may considerably
affect the reliability. The two approaches suggested within COST Working Group 3 report to assess the reliability and
the possibilities for their application in practice are presented in this paper.",
publisher = "European Cooperation in Science & Technology (COST)",
journal = "TU1406 COST Action meeting eBook",
title = "Quality Control оf Roadway Bridges - Reliability Assessment",
pages = "331-325",
url = "https://hdl.handle.net/21.15107/rcub_grafar_2167"
}

Tanasić, N., Isailović, D., Hajdin, R.,& Campos e Matos, J.. (2018). Quality Control оf Roadway Bridges - Reliability Assessment. in TU1406 COST Action meeting eBook
European Cooperation in Science & Technology (COST)., 325-331.
https://hdl.handle.net/21.15107/rcub_grafar_2167

Tanasić N, Isailović D, Hajdin R, Campos e Matos J. Quality Control оf Roadway Bridges - Reliability Assessment. in TU1406 COST Action meeting eBook. 2018;:325-331.
https://hdl.handle.net/21.15107/rcub_grafar_2167 .

Tanasić, Nikola, Isailović, Dušan, Hajdin, Rade, Campos e Matos, Jose, "Quality Control оf Roadway Bridges - Reliability Assessment" in TU1406 COST Action meeting eBook (2018):325-331,
https://hdl.handle.net/21.15107/rcub_grafar_2167 .

TY  - JOUR
AU  - Tanasić, Nikola
AU  - Hajdin, Rade
PY  - 2018
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/956
AB  - The Serbian road network includes a large portion of bridges with shallow foundations vulnerable to local scour as tragically demonstrated during the extreme flooding in May 2014. Currently, the bridge management procedures in Serbia and worldwide do not comprehensively account for a risk of bridge failure due to flooding and fail to provide sufficient information for the decision-making. Thus, a novel methodology for quantitative vulnerability assessment is suggested as a tool to identify the most vulnerable bridges in a network. Herein, the essential task is evaluation of the conditional probability of a bridge failure due to local scour in a flooding event of a certain magnitude. To apply this approach on a network level, there is a dire need to establish precise practice-ready guidelines on an optimal set of information to be used and/or collected in situ, which is discussed on an example of the Serbian bridge database. The vulnerability of a bridge to local scour may be used as a comprehensive indicator of a bridge performance in a flooding event. For a network level, the vulnerability maps with respect to flooding of different magnitudes will give road operators crucial information to apply adequate quality control plans to vulnerable bridges.
PB  - Taylor and Francis Ltd.
T2  - Structure and Infrastructure Engineering
T1  - Management of bridges with shallow foundations exposed to local scour
EP  - 476
IS  - 4
SP  - 468
VL  - 14
DO  - 10.1080/15732479.2017.1406960
ER  - 

@article{
author = "Tanasić, Nikola and Hajdin, Rade",
year = "2018",
abstract = "The Serbian road network includes a large portion of bridges with shallow foundations vulnerable to local scour as tragically demonstrated during the extreme flooding in May 2014. Currently, the bridge management procedures in Serbia and worldwide do not comprehensively account for a risk of bridge failure due to flooding and fail to provide sufficient information for the decision-making. Thus, a novel methodology for quantitative vulnerability assessment is suggested as a tool to identify the most vulnerable bridges in a network. Herein, the essential task is evaluation of the conditional probability of a bridge failure due to local scour in a flooding event of a certain magnitude. To apply this approach on a network level, there is a dire need to establish precise practice-ready guidelines on an optimal set of information to be used and/or collected in situ, which is discussed on an example of the Serbian bridge database. The vulnerability of a bridge to local scour may be used as a comprehensive indicator of a bridge performance in a flooding event. For a network level, the vulnerability maps with respect to flooding of different magnitudes will give road operators crucial information to apply adequate quality control plans to vulnerable bridges.",
publisher = "Taylor and Francis Ltd.",
journal = "Structure and Infrastructure Engineering",
title = "Management of bridges with shallow foundations exposed to local scour",
pages = "476-468",
number = "4",
volume = "14",
doi = "10.1080/15732479.2017.1406960"
}

Tanasić, N.,& Hajdin, R.. (2018). Management of bridges with shallow foundations exposed to local scour. in Structure and Infrastructure Engineering
Taylor and Francis Ltd.., 14(4), 468-476.
https://doi.org/10.1080/15732479.2017.1406960

Tanasić N, Hajdin R. Management of bridges with shallow foundations exposed to local scour. in Structure and Infrastructure Engineering. 2018;14(4):468-476.
doi:10.1080/15732479.2017.1406960 .

Tanasić, Nikola, Hajdin, Rade, "Management of bridges with shallow foundations exposed to local scour" in Structure and Infrastructure Engineering, 14, no. 4 (2018):468-476,
https://doi.org/10.1080/15732479.2017.1406960 . .

TY  - CONF
AU  - Hajdin, Rade
AU  - Tanasić, Nikola
AU  - Kušar, M.
AU  - Amado, J.
PY  - 2017
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/886
AB  - The paper presents a framework to evaluate key performance indicators (KPIs) in qualitative manner. This framework is the basis for establishment of Quality Control plans for existing bridges. It addresses the dynamics of the damage processes that allows predicting the point in time, from which the performance goals are not met anymore. The KPIs are defined to address not only road users' but also owner's or operator's perspective as well as environmental and societal concerns. To this end the RAMSSHE€P approach gas been modified. The proposed framework is also illustrated on a simple example.
PB  - International Association for Bridge and Structural Engineering (IABSE)
C3  - IABSE Conference, Vancouver 2017: Engineering the Future - Report
T1  - A novel Quality Control Framework for the management of existing bridges
EP  - 319
SP  - 312
UR  - https://hdl.handle.net/21.15107/rcub_grafar_886
ER  - 

@conference{
author = "Hajdin, Rade and Tanasić, Nikola and Kušar, M. and Amado, J.",
year = "2017",
abstract = "The paper presents a framework to evaluate key performance indicators (KPIs) in qualitative manner. This framework is the basis for establishment of Quality Control plans for existing bridges. It addresses the dynamics of the damage processes that allows predicting the point in time, from which the performance goals are not met anymore. The KPIs are defined to address not only road users' but also owner's or operator's perspective as well as environmental and societal concerns. To this end the RAMSSHE€P approach gas been modified. The proposed framework is also illustrated on a simple example.",
publisher = "International Association for Bridge and Structural Engineering (IABSE)",
journal = "IABSE Conference, Vancouver 2017: Engineering the Future - Report",
title = "A novel Quality Control Framework for the management of existing bridges",
pages = "319-312",
url = "https://hdl.handle.net/21.15107/rcub_grafar_886"
}

Hajdin, R., Tanasić, N., Kušar, M.,& Amado, J.. (2017). A novel Quality Control Framework for the management of existing bridges. in IABSE Conference, Vancouver 2017: Engineering the Future - Report
International Association for Bridge and Structural Engineering (IABSE)., 312-319.
https://hdl.handle.net/21.15107/rcub_grafar_886

Hajdin R, Tanasić N, Kušar M, Amado J. A novel Quality Control Framework for the management of existing bridges. in IABSE Conference, Vancouver 2017: Engineering the Future - Report. 2017;:312-319.
https://hdl.handle.net/21.15107/rcub_grafar_886 .

Hajdin, Rade, Tanasić, Nikola, Kušar, M., Amado, J., "A novel Quality Control Framework for the management of existing bridges" in IABSE Conference, Vancouver 2017: Engineering the Future - Report (2017):312-319,
https://hdl.handle.net/21.15107/rcub_grafar_886 .

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  - 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  - CONF
AU  - Tanasić, Nikola
AU  - Hajdin, Rade
PY  - 2016
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/751
AB  - The Serbian road network includes the large portion of bridges with shallow foundations that are vulnerable to local scour as tragically demonstrated during the extreme flooding in May 2014. In order to enhance preparedness for future flooding events, the novel methodology for quantitative vulnerability assessment is suggested as a tool to identify the most vulnerable bridges. Here, the essential task is evaluation of the conditional probability of a bridge failure due to local scour of a certain magnitude. In the evaluation, additional data is required besides the information from the Serbian bridge database, thus it is essential to establish precise practice-ready guidelines for its in-situ collection. The results of vulnerability assessments are the basis for development of vulnerability maps for flooding events of different magnitude. The maps give road operators the information necessary to plan timely maintenance actions and aid in assigning of appropriate quality control plans to vulnerable bridges.
PB  - CRC Press/Balkema
C3  - Maintenance, Monitoring, Safety, Risk and Resilience of Bridges and Bridge Networks
T1  - Management of bridges with shallow foundations exposed to local scour
EP  - 853
SP  - 847
UR  - https://hdl.handle.net/21.15107/rcub_grafar_751
ER  - 

@conference{
author = "Tanasić, Nikola and Hajdin, Rade",
year = "2016",
abstract = "The Serbian road network includes the large portion of bridges with shallow foundations that are vulnerable to local scour as tragically demonstrated during the extreme flooding in May 2014. In order to enhance preparedness for future flooding events, the novel methodology for quantitative vulnerability assessment is suggested as a tool to identify the most vulnerable bridges. Here, the essential task is evaluation of the conditional probability of a bridge failure due to local scour of a certain magnitude. In the evaluation, additional data is required besides the information from the Serbian bridge database, thus it is essential to establish precise practice-ready guidelines for its in-situ collection. The results of vulnerability assessments are the basis for development of vulnerability maps for flooding events of different magnitude. The maps give road operators the information necessary to plan timely maintenance actions and aid in assigning of appropriate quality control plans to vulnerable bridges.",
publisher = "CRC Press/Balkema",
journal = "Maintenance, Monitoring, Safety, Risk and Resilience of Bridges and Bridge Networks",
title = "Management of bridges with shallow foundations exposed to local scour",
pages = "853-847",
url = "https://hdl.handle.net/21.15107/rcub_grafar_751"
}

Tanasić, N.,& Hajdin, R.. (2016). Management of bridges with shallow foundations exposed to local scour. in Maintenance, Monitoring, Safety, Risk and Resilience of Bridges and Bridge Networks
CRC Press/Balkema., 847-853.
https://hdl.handle.net/21.15107/rcub_grafar_751

Tanasić N, Hajdin R. Management of bridges with shallow foundations exposed to local scour. in Maintenance, Monitoring, Safety, Risk and Resilience of Bridges and Bridge Networks. 2016;:847-853.
https://hdl.handle.net/21.15107/rcub_grafar_751 .

Tanasić, Nikola, Hajdin, Rade, "Management of bridges with shallow foundations exposed to local scour" in Maintenance, Monitoring, Safety, Risk and Resilience of Bridges and Bridge Networks (2016):847-853,
https://hdl.handle.net/21.15107/rcub_grafar_751 .

TY  - CONF
AU  - Tanasić, Nikola
AU  - Hajdin, Rade
PY  - 2016
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/739
C3  - Maintenance, Monitoring, Safety, Risk and Resilience of Bridges and Bridge Networks
T1  - Management of bridges with shallow foundations exposed to local scour
EP  - 279
SP  - 279
UR  - https://hdl.handle.net/21.15107/rcub_grafar_739
ER  - 

@conference{
author = "Tanasić, Nikola and Hajdin, Rade",
year = "2016",
journal = "Maintenance, Monitoring, Safety, Risk and Resilience of Bridges and Bridge Networks",
title = "Management of bridges with shallow foundations exposed to local scour",
pages = "279-279",
url = "https://hdl.handle.net/21.15107/rcub_grafar_739"
}

Tanasić, N.,& Hajdin, R.. (2016). Management of bridges with shallow foundations exposed to local scour. in Maintenance, Monitoring, Safety, Risk and Resilience of Bridges and Bridge Networks, 279-279.
https://hdl.handle.net/21.15107/rcub_grafar_739

Tanasić N, Hajdin R. Management of bridges with shallow foundations exposed to local scour. in Maintenance, Monitoring, Safety, Risk and Resilience of Bridges and Bridge Networks. 2016;:279-279.
https://hdl.handle.net/21.15107/rcub_grafar_739 .

Tanasić, Nikola, Hajdin, Rade, "Management of bridges with shallow foundations exposed to local scour" in Maintenance, Monitoring, Safety, Risk and Resilience of Bridges and Bridge Networks (2016):279-279,
https://hdl.handle.net/21.15107/rcub_grafar_739 .

TY  - JOUR
AU  - Ilić, Vladan
AU  - Tanasić, Nikola
AU  - Hajdin, Rade
PY  - 2014
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/557
AB  - Stability and bearing capacity of the most important engineering structures of road sections (bridges, tunnels, viaducts, etc...) have enormous influence on the functional performance of the entire highway network. The bridges over torrential rivers are the most vulnerable, which unfortunately has been manifested in May floods in 2014 on the large part of the Serbian national highway network. Structural damage on bridges, inflicted in floods, reduce bearing capacity and designed traffic flow performance of bridges, as well as their capacity to provide safe traffic for all road users. In addition to the direct costs related to the reconstruction of the bridge structure, a partial restriction or in the worst case total traffic suspension due to bridge collapse, leads to a significant increase of indirect costs of road users. In fact, topic of this paper is efficient assessment of the indirect costs due to partial or complete closure of highway section due to damage on bridge structural elements. The VISUM simulation model of one part of the Serbian national highway network was used as a basis for the vulnerability assessment of links that cross over the bridges endangered by floods.
AB  - Stabilnost i nosivost najvažnijih inženjerskih objekata na deonicama puta (mostovi, tuneli, vijadukti, itd.) imaju ogroman uticaj na funkcionalne performanse cele putne mreže. Najviše su ugroženi mostovi preko bujičnih reka, što je na žalost i potvrđeno tokom majskih poplava 2014. na većem delu putne mreže Srbije. Oštećenja na konstrukciji mosta, nastala u poplavama, smanjuju nosivost i projektovani kapacitet mostova, kao i njihovu sposobnost da obezbede siguran saobraćaj za sve korisnike putne deonice na kojoj se oni nalaze. Delimična obustava ili u najgorem slučaju potpuni prekid saobraćaja usled rušenja mosta, pored direktnih troškova vezanih za obnovu mostovske konstrukcije, dovode do značajnog rasta indirektnih troškova korisnika puta. Tema ovog rada je upravo efikasna procena indirektnih troškova usled delimičnog ili potpunog zatvaranja deonice puta zbog oštećenja na konstrukciji mosta. Simulacioni model u VISUM-u jednog dela nacionalne mreže Srbije korišćen je kao osnova za procenu ‘‘ranjivosti’’ linkova koji prelaze preko mostova ugroženih poplavama.
PB  - Srpsko društvo za puteve VIA-VITA, Beograd
T2  - Put i saobraćaj
T1  - Assessment of indirect costs due to highway link severance caused by reduction of bridge functional performance
T1  - Procena indirektnih troškova usled prekida putne veze zbog smanjenja funkcionalnih performansi mosta
EP  - 69
IS  - 4
SP  - 61
VL  - 60
UR  - https://hdl.handle.net/21.15107/rcub_grafar_557
ER  - 

@article{
author = "Ilić, Vladan and Tanasić, Nikola and Hajdin, Rade",
year = "2014",
abstract = "Stability and bearing capacity of the most important engineering structures of road sections (bridges, tunnels, viaducts, etc...) have enormous influence on the functional performance of the entire highway network. The bridges over torrential rivers are the most vulnerable, which unfortunately has been manifested in May floods in 2014 on the large part of the Serbian national highway network. Structural damage on bridges, inflicted in floods, reduce bearing capacity and designed traffic flow performance of bridges, as well as their capacity to provide safe traffic for all road users. In addition to the direct costs related to the reconstruction of the bridge structure, a partial restriction or in the worst case total traffic suspension due to bridge collapse, leads to a significant increase of indirect costs of road users. In fact, topic of this paper is efficient assessment of the indirect costs due to partial or complete closure of highway section due to damage on bridge structural elements. The VISUM simulation model of one part of the Serbian national highway network was used as a basis for the vulnerability assessment of links that cross over the bridges endangered by floods., Stabilnost i nosivost najvažnijih inženjerskih objekata na deonicama puta (mostovi, tuneli, vijadukti, itd.) imaju ogroman uticaj na funkcionalne performanse cele putne mreže. Najviše su ugroženi mostovi preko bujičnih reka, što je na žalost i potvrđeno tokom majskih poplava 2014. na većem delu putne mreže Srbije. Oštećenja na konstrukciji mosta, nastala u poplavama, smanjuju nosivost i projektovani kapacitet mostova, kao i njihovu sposobnost da obezbede siguran saobraćaj za sve korisnike putne deonice na kojoj se oni nalaze. Delimična obustava ili u najgorem slučaju potpuni prekid saobraćaja usled rušenja mosta, pored direktnih troškova vezanih za obnovu mostovske konstrukcije, dovode do značajnog rasta indirektnih troškova korisnika puta. Tema ovog rada je upravo efikasna procena indirektnih troškova usled delimičnog ili potpunog zatvaranja deonice puta zbog oštećenja na konstrukciji mosta. Simulacioni model u VISUM-u jednog dela nacionalne mreže Srbije korišćen je kao osnova za procenu ‘‘ranjivosti’’ linkova koji prelaze preko mostova ugroženih poplavama.",
publisher = "Srpsko društvo za puteve VIA-VITA, Beograd",
journal = "Put i saobraćaj",
title = "Assessment of indirect costs due to highway link severance caused by reduction of bridge functional performance, Procena indirektnih troškova usled prekida putne veze zbog smanjenja funkcionalnih performansi mosta",
pages = "69-61",
number = "4",
volume = "60",
url = "https://hdl.handle.net/21.15107/rcub_grafar_557"
}

Ilić, V., Tanasić, N.,& Hajdin, R.. (2014). Assessment of indirect costs due to highway link severance caused by reduction of bridge functional performance. in Put i saobraćaj
Srpsko društvo za puteve VIA-VITA, Beograd., 60(4), 61-69.
https://hdl.handle.net/21.15107/rcub_grafar_557

Ilić V, Tanasić N, Hajdin R. Assessment of indirect costs due to highway link severance caused by reduction of bridge functional performance. in Put i saobraćaj. 2014;60(4):61-69.
https://hdl.handle.net/21.15107/rcub_grafar_557 .

Ilić, Vladan, Tanasić, Nikola, Hajdin, Rade, "Assessment of indirect costs due to highway link severance caused by reduction of bridge functional performance" in Put i saobraćaj, 60, no. 4 (2014):61-69,
https://hdl.handle.net/21.15107/rcub_grafar_557 .

TY  - CONF
AU  - Tanasić, Nikola
AU  - Hajdin, Rade
PY  - 2014
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/613
AB  - The scour and in particular the local scour induced by flooding events is the predominant cause of bridge collapses and thus severing the related road link with adverse consequences for the road users and the society in general. The widely accepted approach in bridge management to this threat is still lacking. In order to close this gap a vulnerability assessment method is suggested that would allow timely decisions on risk reducing interventions. The vulnerability assessment requires an estimation of the probability of a bridge failure and the corresponding consequences in the scouring event. The bridge failure modes i.e. the way in which the bridge failure unfolds in a scouring event have not been entirely clarified in the literature. The analysis of failure modes allows the identification of necessary parameters and their significance in the vulnerability assessment. The minimum set of these parameters is sought, which allow adequate assessment of bridge vulnerability for management purposes.
PB  - Taylor and Francis - Balkema
C3  - Bridge Maintenance, Safety, Management and Life Extension
T1  - Bridge failure modes due to local scour
EP  - 1455
SP  - 1448
UR  - https://hdl.handle.net/21.15107/rcub_grafar_613
ER  - 

@conference{
author = "Tanasić, Nikola and Hajdin, Rade",
year = "2014",
abstract = "The scour and in particular the local scour induced by flooding events is the predominant cause of bridge collapses and thus severing the related road link with adverse consequences for the road users and the society in general. The widely accepted approach in bridge management to this threat is still lacking. In order to close this gap a vulnerability assessment method is suggested that would allow timely decisions on risk reducing interventions. The vulnerability assessment requires an estimation of the probability of a bridge failure and the corresponding consequences in the scouring event. The bridge failure modes i.e. the way in which the bridge failure unfolds in a scouring event have not been entirely clarified in the literature. The analysis of failure modes allows the identification of necessary parameters and their significance in the vulnerability assessment. The minimum set of these parameters is sought, which allow adequate assessment of bridge vulnerability for management purposes.",
publisher = "Taylor and Francis - Balkema",
journal = "Bridge Maintenance, Safety, Management and Life Extension",
title = "Bridge failure modes due to local scour",
pages = "1455-1448",
url = "https://hdl.handle.net/21.15107/rcub_grafar_613"
}

Tanasić, N.,& Hajdin, R.. (2014). Bridge failure modes due to local scour. in Bridge Maintenance, Safety, Management and Life Extension
Taylor and Francis - Balkema., 1448-1455.
https://hdl.handle.net/21.15107/rcub_grafar_613

Tanasić N, Hajdin R. Bridge failure modes due to local scour. in Bridge Maintenance, Safety, Management and Life Extension. 2014;:1448-1455.
https://hdl.handle.net/21.15107/rcub_grafar_613 .

Tanasić, Nikola, Hajdin, Rade, "Bridge failure modes due to local scour" in Bridge Maintenance, Safety, Management and Life Extension (2014):1448-1455,
https://hdl.handle.net/21.15107/rcub_grafar_613 .

TY  - JOUR
AU  - Tanasić, Nikola
AU  - Ilić, Vladan
AU  - Hajdin, Rade
PY  - 2013
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/539
AB  - To improve the allocation of funds for the maintenance and risk mitigation of transportation infrastructure, there is a dire need for a simplified, yet sufficiently accurate, methodology to estimate bridge vulnerability to scour. The methodology should make use of existing data and indicate the basic variables needed to assess the vulnerability of bridges located around a future expressway in southeastern Serbia. The first part of the paper discusses the identification of possible modes of bridge failure caused by scouring that depend on soil, structure, and river hydraulic properties. The degradation of soil parameters is assumed to be the main cause of bridge failure. The capacity of a bridge to withstand a certain amount of structural damage governs the direct and indirect costs attributable to bridge failure; the subsequent work zones related to rehabilitation reduce the performance of the whole network. In the second part of the paper, a simulation of the redistribution of traffic flows is described for several possible scenarios; the simulations use state-of-the-art software VISUM, which was developed for computer-aided transportation planning and analysis. The simulated scenarios include the partial and full closure of road links as a result of bridge failures. The simulations confirmed that the most significant contribution to indirect costs stems from the increase in the total travel time of all network users.
T2  - Transportation Research Record
T1  - Vulnerability Assessment of Bridges Exposed to Scour
EP  - 44
IS  - 2360
SP  - 36
DO  - 10.3141/2360-05
ER  - 

@article{
author = "Tanasić, Nikola and Ilić, Vladan and Hajdin, Rade",
year = "2013",
abstract = "To improve the allocation of funds for the maintenance and risk mitigation of transportation infrastructure, there is a dire need for a simplified, yet sufficiently accurate, methodology to estimate bridge vulnerability to scour. The methodology should make use of existing data and indicate the basic variables needed to assess the vulnerability of bridges located around a future expressway in southeastern Serbia. The first part of the paper discusses the identification of possible modes of bridge failure caused by scouring that depend on soil, structure, and river hydraulic properties. The degradation of soil parameters is assumed to be the main cause of bridge failure. The capacity of a bridge to withstand a certain amount of structural damage governs the direct and indirect costs attributable to bridge failure; the subsequent work zones related to rehabilitation reduce the performance of the whole network. In the second part of the paper, a simulation of the redistribution of traffic flows is described for several possible scenarios; the simulations use state-of-the-art software VISUM, which was developed for computer-aided transportation planning and analysis. The simulated scenarios include the partial and full closure of road links as a result of bridge failures. The simulations confirmed that the most significant contribution to indirect costs stems from the increase in the total travel time of all network users.",
journal = "Transportation Research Record",
title = "Vulnerability Assessment of Bridges Exposed to Scour",
pages = "44-36",
number = "2360",
doi = "10.3141/2360-05"
}

Tanasić, N., Ilić, V.,& Hajdin, R.. (2013). Vulnerability Assessment of Bridges Exposed to Scour. in Transportation Research Record(2360), 36-44.
https://doi.org/10.3141/2360-05

Tanasić N, Ilić V, Hajdin R. Vulnerability Assessment of Bridges Exposed to Scour. in Transportation Research Record. 2013;(2360):36-44.
doi:10.3141/2360-05 .

Tanasić, Nikola, Ilić, Vladan, Hajdin, Rade, "Vulnerability Assessment of Bridges Exposed to Scour" in Transportation Research Record, no. 2360 (2013):36-44,
https://doi.org/10.3141/2360-05 . .