Marinković, Dejan

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orcid::0000-0002-5060-8976
  • Marinković, Dejan (20)
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Author's Bibliography

Kontrola produktivnosti na građevinskim projekatima zasnovana na ključnim resursima

Marinković, Dejan; Ivanović, Marija; Petronijević, Predrag

(2023)

TY  - CONF
AU  - Marinković, Dejan
AU  - Ivanović, Marija
AU  - Petronijević, Predrag
PY  - 2023
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/3245
AB  - Produktivnost predstavlja jedan od ključnih indikatora građevinske proizvodnje, kao i
faktor koji bitno utiče na visinu nepotrebnih troškova. Unapređenjem produktivnosti
stvaraju se preduslovi za smanjenje proizvodne cene, ostvarivanje visokog profita i
povećanje konkurentnosti firme. Zbog angažovanja velikog broja različitih resursa,
kontrola produktivnosti na građevinskim projektima je otežana, često zakasnela i
neefikasna. U radu je predložen pristup za identifikaciju ključnih resursa, koji mogu bitno
uticati na visinu produktivnosti na projektima. Na taj način stvaraju se preduslovi za
fokusiranu kontrolu, pre svega ključnih resursa, gde su greške najskuplje i gde treba
delovati preventivno, ciljano i efikasno. Predloženi pristup podržava lean principe. U radu
su analizirane najčešće korišćene metode za merenje produktivnosti i date su preporuke
za njihovu primenu na ključnim resursima, sa ciljem unapređenja poslovanja.
C3  - 16. međunarodna naučna konferencija ''Planiranje, projektovanje, izvođenje i obnova graditeljstva INDiS 2023'', 2023
T1  - Kontrola produktivnosti na građevinskim projekatima zasnovana na ključnim resursima
UR  - https://hdl.handle.net/21.15107/rcub_grafar_3245
ER  - 
@conference{
author = "Marinković, Dejan and Ivanović, Marija and Petronijević, Predrag",
year = "2023",
abstract = "Produktivnost predstavlja jedan od ključnih indikatora građevinske proizvodnje, kao i
faktor koji bitno utiče na visinu nepotrebnih troškova. Unapređenjem produktivnosti
stvaraju se preduslovi za smanjenje proizvodne cene, ostvarivanje visokog profita i
povećanje konkurentnosti firme. Zbog angažovanja velikog broja različitih resursa,
kontrola produktivnosti na građevinskim projektima je otežana, često zakasnela i
neefikasna. U radu je predložen pristup za identifikaciju ključnih resursa, koji mogu bitno
uticati na visinu produktivnosti na projektima. Na taj način stvaraju se preduslovi za
fokusiranu kontrolu, pre svega ključnih resursa, gde su greške najskuplje i gde treba
delovati preventivno, ciljano i efikasno. Predloženi pristup podržava lean principe. U radu
su analizirane najčešće korišćene metode za merenje produktivnosti i date su preporuke
za njihovu primenu na ključnim resursima, sa ciljem unapređenja poslovanja.",
journal = "16. međunarodna naučna konferencija ''Planiranje, projektovanje, izvođenje i obnova graditeljstva INDiS 2023'', 2023",
title = "Kontrola produktivnosti na građevinskim projekatima zasnovana na ključnim resursima",
url = "https://hdl.handle.net/21.15107/rcub_grafar_3245"
}
Marinković, D., Ivanović, M.,& Petronijević, P.. (2023). Kontrola produktivnosti na građevinskim projekatima zasnovana na ključnim resursima. in 16. međunarodna naučna konferencija ''Planiranje, projektovanje, izvođenje i obnova graditeljstva INDiS 2023'', 2023.
https://hdl.handle.net/21.15107/rcub_grafar_3245
Marinković D, Ivanović M, Petronijević P. Kontrola produktivnosti na građevinskim projekatima zasnovana na ključnim resursima. in 16. međunarodna naučna konferencija ''Planiranje, projektovanje, izvođenje i obnova graditeljstva INDiS 2023'', 2023. 2023;.
https://hdl.handle.net/21.15107/rcub_grafar_3245 .
Marinković, Dejan, Ivanović, Marija, Petronijević, Predrag, "Kontrola produktivnosti na građevinskim projekatima zasnovana na ključnim resursima" in 16. međunarodna naučna konferencija ''Planiranje, projektovanje, izvođenje i obnova graditeljstva INDiS 2023'', 2023 (2023),
https://hdl.handle.net/21.15107/rcub_grafar_3245 .

Detection and In-Depth Analysis of Causes of Delay in Construction Projects: Synergy between Machine Learning and Expert Knowledge

Ivanović, Marija; Nedeljković, Đorđe; Stojadinović, Zoran; Marinković, Dejan; Ivanišević, Nenad; Simić, Nevena

(2022)

TY  - JOUR
AU  - Ivanović, Marija
AU  - Nedeljković, Đorđe
AU  - Stojadinović, Zoran
AU  - Marinković, Dejan
AU  - Ivanišević, Nenad
AU  - Simić, Nevena
PY  - 2022
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/2958
AB  - Due to numerous reasons, construction projects often fail to achieve the planned duration. Detecting causes of delays (CoD) is the first step in eliminating or mitigating potential delays in future projects. The goal of research is unbiased CoD detection at a single project level, with the ultimate goal to discover the root causes of delay. The existing approach is based on expert knowledge which is used to create CoD lists for projects in general or groups of similar projects. When applied to a single project, it is burdened with bias, as shown on a case project returning low Spearman Rank correlation values. This research introduces a Delay Root causes Extraction and Analysis Model—DREAM. The proposed model combines expert knowledge, machine learning techniques, and Minutes of Meetings (MoM) as an unutilized extensive source of information. In the first phase, DREAM outputs a CoD list based on occurring frequency in MoM with satisfactory recall values, significantly reducing expert-induced subjectivism. In the second phase, enabled by MoM dates, DREAM adds another dimension to delay analysis—temporal CoD distribution. By analyzing corresponding informative charts, experts can understand the nature of delays and discover the root CoD, allowing intelligent decision making on future projects.
T2  - Sustainability
T1  - Detection and In-Depth Analysis of Causes of Delay in  Construction Projects: Synergy between Machine Learning and Expert Knowledge
VL  - 24
DO  - 10.3390/su142214927
ER  - 
@article{
author = "Ivanović, Marija and Nedeljković, Đorđe and Stojadinović, Zoran and Marinković, Dejan and Ivanišević, Nenad and Simić, Nevena",
year = "2022",
abstract = "Due to numerous reasons, construction projects often fail to achieve the planned duration. Detecting causes of delays (CoD) is the first step in eliminating or mitigating potential delays in future projects. The goal of research is unbiased CoD detection at a single project level, with the ultimate goal to discover the root causes of delay. The existing approach is based on expert knowledge which is used to create CoD lists for projects in general or groups of similar projects. When applied to a single project, it is burdened with bias, as shown on a case project returning low Spearman Rank correlation values. This research introduces a Delay Root causes Extraction and Analysis Model—DREAM. The proposed model combines expert knowledge, machine learning techniques, and Minutes of Meetings (MoM) as an unutilized extensive source of information. In the first phase, DREAM outputs a CoD list based on occurring frequency in MoM with satisfactory recall values, significantly reducing expert-induced subjectivism. In the second phase, enabled by MoM dates, DREAM adds another dimension to delay analysis—temporal CoD distribution. By analyzing corresponding informative charts, experts can understand the nature of delays and discover the root CoD, allowing intelligent decision making on future projects.",
journal = "Sustainability",
title = "Detection and In-Depth Analysis of Causes of Delay in  Construction Projects: Synergy between Machine Learning and Expert Knowledge",
volume = "24",
doi = "10.3390/su142214927"
}
Ivanović, M., Nedeljković, Đ., Stojadinović, Z., Marinković, D., Ivanišević, N.,& Simić, N.. (2022). Detection and In-Depth Analysis of Causes of Delay in  Construction Projects: Synergy between Machine Learning and Expert Knowledge. in Sustainability, 24.
https://doi.org/10.3390/su142214927
Ivanović M, Nedeljković Đ, Stojadinović Z, Marinković D, Ivanišević N, Simić N. Detection and In-Depth Analysis of Causes of Delay in  Construction Projects: Synergy between Machine Learning and Expert Knowledge. in Sustainability. 2022;24.
doi:10.3390/su142214927 .
Ivanović, Marija, Nedeljković, Đorđe, Stojadinović, Zoran, Marinković, Dejan, Ivanišević, Nenad, Simić, Nevena, "Detection and In-Depth Analysis of Causes of Delay in  Construction Projects: Synergy between Machine Learning and Expert Knowledge" in Sustainability, 24 (2022),
https://doi.org/10.3390/su142214927 . .

Rapid earthquake loss assessment based on machine learning and representative sampling

Stojadinović, Zoran I.; Kovačević, Miloš; Marinković, Dejan; Stojadinović, Božidar

(2021)

TY  - JOUR
AU  - Stojadinović, Zoran I.
AU  - Kovačević, Miloš
AU  - Marinković, Dejan
AU  - Stojadinović, Božidar
PY  - 2021
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/2396
AB  - This paper proposes a new framework for rapid earthquake loss assessment based on a machine learning damage classification model and a representative sampling algorithm. A Random Forest classification model predicts a damage probability distribution that, combined with an expert-defined repair cost matrix, enables the calculation of the expected repair costs for each building and, in aggregate, of direct losses in the earthquake-affected area. The proposed building representation does not include explicit information about the earthquake and the soil type. Instead, such information is implicitly contained in the spatial distribution of damage. To capture this distribution, a sampling algorithm, based on K-means clustering, is used to select a minimal number of buildings that represent the area of interest in terms of its seismic risk, independently of future earthquakes. To observe damage states in the representative set after an earthquake, the proposed framework utilizes a local network of trained damage assessors. The model is updated after each damage observation cycle, thus increasing the accuracy of the current loss assessment. The proposed framework is exemplified using the 2010 Kraljevo, Serbia earthquake dataset.
T2  - Earthquake Spectra
T1  - Rapid earthquake loss assessment based on machine learning and representative sampling
EP  - 26
SP  - 1
DO  - 10.1177/87552930211042393
ER  - 
@article{
author = "Stojadinović, Zoran I. and Kovačević, Miloš and Marinković, Dejan and Stojadinović, Božidar",
year = "2021",
abstract = "This paper proposes a new framework for rapid earthquake loss assessment based on a machine learning damage classification model and a representative sampling algorithm. A Random Forest classification model predicts a damage probability distribution that, combined with an expert-defined repair cost matrix, enables the calculation of the expected repair costs for each building and, in aggregate, of direct losses in the earthquake-affected area. The proposed building representation does not include explicit information about the earthquake and the soil type. Instead, such information is implicitly contained in the spatial distribution of damage. To capture this distribution, a sampling algorithm, based on K-means clustering, is used to select a minimal number of buildings that represent the area of interest in terms of its seismic risk, independently of future earthquakes. To observe damage states in the representative set after an earthquake, the proposed framework utilizes a local network of trained damage assessors. The model is updated after each damage observation cycle, thus increasing the accuracy of the current loss assessment. The proposed framework is exemplified using the 2010 Kraljevo, Serbia earthquake dataset.",
journal = "Earthquake Spectra",
title = "Rapid earthquake loss assessment based on machine learning and representative sampling",
pages = "26-1",
doi = "10.1177/87552930211042393"
}
Stojadinović, Z. I., Kovačević, M., Marinković, D.,& Stojadinović, B.. (2021). Rapid earthquake loss assessment based on machine learning and representative sampling. in Earthquake Spectra, 1-26.
https://doi.org/10.1177/87552930211042393
Stojadinović ZI, Kovačević M, Marinković D, Stojadinović B. Rapid earthquake loss assessment based on machine learning and representative sampling. in Earthquake Spectra. 2021;:1-26.
doi:10.1177/87552930211042393 .
Stojadinović, Zoran I., Kovačević, Miloš, Marinković, Dejan, Stojadinović, Božidar, "Rapid earthquake loss assessment based on machine learning and representative sampling" in Earthquake Spectra (2021):1-26,
https://doi.org/10.1177/87552930211042393 . .
29

Uticaj konstruktivnog sistema na troškove i trajanje građenja stambenih objekata

Dimitrijević, Boris; Stojadinović, Zoran I.; Marinković, Dejan; Dimitrijević, Mirjana

(2019)

TY  - JOUR
AU  - Dimitrijević, Boris
AU  - Stojadinović, Zoran I.
AU  - Marinković, Dejan
AU  - Dimitrijević, Mirjana
PY  - 2019
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/2177
AB  - The aim of the research is to investigate the impact of the superstructure system type on cost and duration of residential projects, as well as the identification and quantification of the key parameters that affect them most. The database data from previous projects are validated by applying leave-one-out cross-validation and regression analysis. For key parameters, border numerical values were identified and verified by redesigning two buildings from the project database. These values directly quantify the rationality of the design solution, as well as the rationality of construction, works planning. The values can be applied in practice with the aim of optimizing residential projects cost and duration
AB  - Cilj istraživanja je ispitivanje uticaja tipa konstruktivnog sistema na troškove i trajanje građenja AB konstrukcije stambenih objekta, kao i identifikacija i kvantifikacija ključnih parametara koji na to najviše utiču. Podaci iz baze realizovanih projekata validirani su primenom jednostruke unakrsne validacije i regresione analize. Za ključne parametre identifikovane su granične numeričke vrednosti koje su potvrđene preprojektovanjem dva objekta iz baze. Ove vrednosti na kvantifikovan način definišu racionalnost projektantskog rešenja kao i racionalnost planiranja organizacije građenja. Mogu se realno primeniti u praksi u cilju racionalizovanja troškova i trajanja građenja stambenih objekata.
T2  - Gradjevinar
T1  - Uticaj konstruktivnog sistema na troškove i trajanje građenja stambenih objekata
T1  - The influence of superstructure type on cost and duration of residential projects
EP  - 693
IS  - 71
SP  - 681
VL  - 8
DO  - 10.14256/JCE.2315.2018
ER  - 
@article{
author = "Dimitrijević, Boris and Stojadinović, Zoran I. and Marinković, Dejan and Dimitrijević, Mirjana",
year = "2019",
abstract = "The aim of the research is to investigate the impact of the superstructure system type on cost and duration of residential projects, as well as the identification and quantification of the key parameters that affect them most. The database data from previous projects are validated by applying leave-one-out cross-validation and regression analysis. For key parameters, border numerical values were identified and verified by redesigning two buildings from the project database. These values directly quantify the rationality of the design solution, as well as the rationality of construction, works planning. The values can be applied in practice with the aim of optimizing residential projects cost and duration, Cilj istraživanja je ispitivanje uticaja tipa konstruktivnog sistema na troškove i trajanje građenja AB konstrukcije stambenih objekta, kao i identifikacija i kvantifikacija ključnih parametara koji na to najviše utiču. Podaci iz baze realizovanih projekata validirani su primenom jednostruke unakrsne validacije i regresione analize. Za ključne parametre identifikovane su granične numeričke vrednosti koje su potvrđene preprojektovanjem dva objekta iz baze. Ove vrednosti na kvantifikovan način definišu racionalnost projektantskog rešenja kao i racionalnost planiranja organizacije građenja. Mogu se realno primeniti u praksi u cilju racionalizovanja troškova i trajanja građenja stambenih objekata.",
journal = "Gradjevinar",
title = "Uticaj konstruktivnog sistema na troškove i trajanje građenja stambenih objekata, The influence of superstructure type on cost and duration of residential projects",
pages = "693-681",
number = "71",
volume = "8",
doi = "10.14256/JCE.2315.2018"
}
Dimitrijević, B., Stojadinović, Z. I., Marinković, D.,& Dimitrijević, M.. (2019). Uticaj konstruktivnog sistema na troškove i trajanje građenja stambenih objekata. in Gradjevinar, 8(71), 681-693.
https://doi.org/10.14256/JCE.2315.2018
Dimitrijević B, Stojadinović ZI, Marinković D, Dimitrijević M. Uticaj konstruktivnog sistema na troškove i trajanje građenja stambenih objekata. in Gradjevinar. 2019;8(71):681-693.
doi:10.14256/JCE.2315.2018 .
Dimitrijević, Boris, Stojadinović, Zoran I., Marinković, Dejan, Dimitrijević, Mirjana, "Uticaj konstruktivnog sistema na troškove i trajanje građenja stambenih objekata" in Gradjevinar, 8, no. 71 (2019):681-693,
https://doi.org/10.14256/JCE.2315.2018 . .
1
2

Sampling and Machine Learning Methods for a Rapid Earthquake Loss Assessment System

Kovačević, Miloš; Stojadinović, Zoran I.; Marinković, Dejan; Stojadinović, Božidar

(2018)

TY  - CONF
AU  - Kovačević, Miloš
AU  - Stojadinović, Zoran I.
AU  - Marinković, Dejan
AU  - Stojadinović, Božidar
PY  - 2018
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/2176
AB  - Rapid earthquake damage and loss assessment is crucial both for insuring the safety of inhabitants in the immediate aftermath of an earthquake and for the recovery of the stricken communities in the long run. This paper investigates the potential of different machine learning methods for building a rapid earthquake loss assessment system intended for residential houses in a municipal area. The system is trained on a pre-earthquake selected representative set of residential houses, after observing their damage and loss states. Two representative sampling strategies and three machine learning algorithms are described and evaluated on the 2010 Kraljevo M5.4 earthquake data set. The proposed models showed satisfactory accuracy in predicting the total expected repair cost (less than 20% error with the representative sample size of 10% of the inventory). The approach is independent of geological and earthquake data and does not require local peak ground acceleration values.
C3  - 11th National Conference on Earthquake Engineering
T1  - Sampling and Machine Learning Methods for a Rapid Earthquake Loss Assessment System
UR  - https://hdl.handle.net/21.15107/rcub_grafar_2176
ER  - 
@conference{
author = "Kovačević, Miloš and Stojadinović, Zoran I. and Marinković, Dejan and Stojadinović, Božidar",
year = "2018",
abstract = "Rapid earthquake damage and loss assessment is crucial both for insuring the safety of inhabitants in the immediate aftermath of an earthquake and for the recovery of the stricken communities in the long run. This paper investigates the potential of different machine learning methods for building a rapid earthquake loss assessment system intended for residential houses in a municipal area. The system is trained on a pre-earthquake selected representative set of residential houses, after observing their damage and loss states. Two representative sampling strategies and three machine learning algorithms are described and evaluated on the 2010 Kraljevo M5.4 earthquake data set. The proposed models showed satisfactory accuracy in predicting the total expected repair cost (less than 20% error with the representative sample size of 10% of the inventory). The approach is independent of geological and earthquake data and does not require local peak ground acceleration values.",
journal = "11th National Conference on Earthquake Engineering",
title = "Sampling and Machine Learning Methods for a Rapid Earthquake Loss Assessment System",
url = "https://hdl.handle.net/21.15107/rcub_grafar_2176"
}
Kovačević, M., Stojadinović, Z. I., Marinković, D.,& Stojadinović, B.. (2018). Sampling and Machine Learning Methods for a Rapid Earthquake Loss Assessment System. in 11th National Conference on Earthquake Engineering.
https://hdl.handle.net/21.15107/rcub_grafar_2176
Kovačević M, Stojadinović ZI, Marinković D, Stojadinović B. Sampling and Machine Learning Methods for a Rapid Earthquake Loss Assessment System. in 11th National Conference on Earthquake Engineering. 2018;.
https://hdl.handle.net/21.15107/rcub_grafar_2176 .
Kovačević, Miloš, Stojadinović, Zoran I., Marinković, Dejan, Stojadinović, Božidar, "Sampling and Machine Learning Methods for a Rapid Earthquake Loss Assessment System" in 11th National Conference on Earthquake Engineering (2018),
https://hdl.handle.net/21.15107/rcub_grafar_2176 .

2010 Kraljevo Earthquake Recovery Process Metrics Derived from Recorded Reconstruction Data

Marinković, Dejan; Stojadinović, Zoran I.; Kovačević, Miloš; Stojadinović, Božidar

(2018)

TY  - CONF
AU  - Marinković, Dejan
AU  - Stojadinović, Zoran I.
AU  - Kovačević, Miloš
AU  - Stojadinović, Božidar
PY  - 2018
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/2175
AB  - Earthquake resilience starts with a sudden drop of performance when an earthquake strikes followed by a relatively long recovery phase. The dynamics and volume of investment directly affect the rate and level of recovery. In this paper, the recovery process of the city of Kraljevo, Serbia following the M5.4 November 3, 2010 Kraljevo earthquake is analyzed. The base for this analysis is recorded reconstruction data that includes building types, damage states, damage survey dates, repair methods, and repair design, permit, and completion dates. Tracking the rate of building re-occupation and the rate of investment in repairs during the recovery process made it possible to construct empirical housing resilience curves for a community of about 70,000 people. The recorded data also provides insights into the reasons for different recovery rates for different building types and damages states, as well as a basis to evaluate the housing recovery management process and identify the significant influence of the reconstruction funding volume and rate on the sequencing, design and construction of the post-earthquake repairs. A comparison between the housing recovery after the 2010 Kraljevo and the 2009 Yunnan earthquakes shows significant simulates, pointing to the need to further improve, optimize and standardize post-earthquake housing recovery strategies worldwide.
C3  - 16th European Conference on Earthquake Engineering
T1  - 2010 Kraljevo Earthquake Recovery Process Metrics Derived from Recorded Reconstruction Data
UR  - https://hdl.handle.net/21.15107/rcub_grafar_2175
ER  - 
@conference{
author = "Marinković, Dejan and Stojadinović, Zoran I. and Kovačević, Miloš and Stojadinović, Božidar",
year = "2018",
abstract = "Earthquake resilience starts with a sudden drop of performance when an earthquake strikes followed by a relatively long recovery phase. The dynamics and volume of investment directly affect the rate and level of recovery. In this paper, the recovery process of the city of Kraljevo, Serbia following the M5.4 November 3, 2010 Kraljevo earthquake is analyzed. The base for this analysis is recorded reconstruction data that includes building types, damage states, damage survey dates, repair methods, and repair design, permit, and completion dates. Tracking the rate of building re-occupation and the rate of investment in repairs during the recovery process made it possible to construct empirical housing resilience curves for a community of about 70,000 people. The recorded data also provides insights into the reasons for different recovery rates for different building types and damages states, as well as a basis to evaluate the housing recovery management process and identify the significant influence of the reconstruction funding volume and rate on the sequencing, design and construction of the post-earthquake repairs. A comparison between the housing recovery after the 2010 Kraljevo and the 2009 Yunnan earthquakes shows significant simulates, pointing to the need to further improve, optimize and standardize post-earthquake housing recovery strategies worldwide.",
journal = "16th European Conference on Earthquake Engineering",
title = "2010 Kraljevo Earthquake Recovery Process Metrics Derived from Recorded Reconstruction Data",
url = "https://hdl.handle.net/21.15107/rcub_grafar_2175"
}
Marinković, D., Stojadinović, Z. I., Kovačević, M.,& Stojadinović, B.. (2018). 2010 Kraljevo Earthquake Recovery Process Metrics Derived from Recorded Reconstruction Data. in 16th European Conference on Earthquake Engineering.
https://hdl.handle.net/21.15107/rcub_grafar_2175
Marinković D, Stojadinović ZI, Kovačević M, Stojadinović B. 2010 Kraljevo Earthquake Recovery Process Metrics Derived from Recorded Reconstruction Data. in 16th European Conference on Earthquake Engineering. 2018;.
https://hdl.handle.net/21.15107/rcub_grafar_2175 .
Marinković, Dejan, Stojadinović, Zoran I., Kovačević, Miloš, Stojadinović, Božidar, "2010 Kraljevo Earthquake Recovery Process Metrics Derived from Recorded Reconstruction Data" in 16th European Conference on Earthquake Engineering (2018),
https://hdl.handle.net/21.15107/rcub_grafar_2175 .

Review of the method for extension of time on project with a case study

Petrović, Marija; Nenad, Ivanišević; Petronijević, Predrag; Marinković, Dejan; Arizanović, Dragan

(2018)

TY  - CONF
AU  - Petrović, Marija
AU  - Nenad, Ivanišević
AU  - Petronijević, Predrag
AU  - Marinković, Dejan
AU  - Arizanović, Dragan
PY  - 2018
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/3003
AB  - Tokom realiazacije projekta česta su kašnjenja od strane svih učesnika na projektu. Analiza kašnjenja ima za cilj ne samo kvantifikaciju ukupnog kašnjenja na projektu, već i determinaciju i raspodelu  uticaja svakog od učesnika na kašnjenje projekta. Metode koje se sreću u literaturi i praksi odlikuju različiti pristupi u evaluaciji kašnjenja i dodeljivanja odgovornosti. Cilj ovog rada predstavlja analizu procesa i dobijenih rezultata As Planned vs As Built  i Impacted as planned metoda za analizu kašnjenja sa studijom slučaja. Proračun će biti sproveden u softverskom paketu MS Project.
C3  - 14th International Scientific Conference “iNDiS 2018”, Novi Sad, November 21-23, 2018
T1  - Review of the method for extension of time on project with a case study
UR  - https://hdl.handle.net/21.15107/rcub_grafar_3003
ER  - 
@conference{
author = "Petrović, Marija and Nenad, Ivanišević and Petronijević, Predrag and Marinković, Dejan and Arizanović, Dragan",
year = "2018",
abstract = "Tokom realiazacije projekta česta su kašnjenja od strane svih učesnika na projektu. Analiza kašnjenja ima za cilj ne samo kvantifikaciju ukupnog kašnjenja na projektu, već i determinaciju i raspodelu  uticaja svakog od učesnika na kašnjenje projekta. Metode koje se sreću u literaturi i praksi odlikuju različiti pristupi u evaluaciji kašnjenja i dodeljivanja odgovornosti. Cilj ovog rada predstavlja analizu procesa i dobijenih rezultata As Planned vs As Built  i Impacted as planned metoda za analizu kašnjenja sa studijom slučaja. Proračun će biti sproveden u softverskom paketu MS Project.",
journal = "14th International Scientific Conference “iNDiS 2018”, Novi Sad, November 21-23, 2018",
title = "Review of the method for extension of time on project with a case study",
url = "https://hdl.handle.net/21.15107/rcub_grafar_3003"
}
Petrović, M., Nenad, I., Petronijević, P., Marinković, D.,& Arizanović, D.. (2018). Review of the method for extension of time on project with a case study. in 14th International Scientific Conference “iNDiS 2018”, Novi Sad, November 21-23, 2018.
https://hdl.handle.net/21.15107/rcub_grafar_3003
Petrović M, Nenad I, Petronijević P, Marinković D, Arizanović D. Review of the method for extension of time on project with a case study. in 14th International Scientific Conference “iNDiS 2018”, Novi Sad, November 21-23, 2018. 2018;.
https://hdl.handle.net/21.15107/rcub_grafar_3003 .
Petrović, Marija, Nenad, Ivanišević, Petronijević, Predrag, Marinković, Dejan, Arizanović, Dragan, "Review of the method for extension of time on project with a case study" in 14th International Scientific Conference “iNDiS 2018”, Novi Sad, November 21-23, 2018 (2018),
https://hdl.handle.net/21.15107/rcub_grafar_3003 .

Proračun koeficijenta korišćenja radnog vremena

Petronijević, Predrag; Ivanišević, Nenad; Arizanović, Dragan; Marinković, Dejan; Petrović, Marija

(INDIS, 2018)

TY  - CONF
AU  - Petronijević, Predrag
AU  - Ivanišević, Nenad
AU  - Arizanović, Dragan
AU  - Marinković, Dejan
AU  - Petrović, Marija
PY  - 2018
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/2345
AB  - Koeficijent korišćenja radnog vremena (Kv) je jedan od najznačajnijih redukcionih koeficijenata pri proračunu učinka građevinskih mašina. Takođe, od svih redukcionih koeficijenata, njega je najteže predvideti. Da bi se preciznije proračunao učinak rada mašina, neophodno je definisati metodologiju za usvajanje koeficijenta Kv. U radu je izvršena analiza radnog vremena građevinskiih mašina, sagledani su gubici vremena u toku rada i prikazan je sastav Kv. Takođe, prikazani su i načini na koji se Kv obračunava po metodologijama Caterpillar i Liebherr.
PB  - INDIS
C3  - 14th INTERNATIONAL CONFERENCE INDIS
T1  - Proračun koeficijenta korišćenja radnog vremena
UR  - https://hdl.handle.net/21.15107/rcub_grafar_2345
ER  - 
@conference{
author = "Petronijević, Predrag and Ivanišević, Nenad and Arizanović, Dragan and Marinković, Dejan and Petrović, Marija",
year = "2018",
abstract = "Koeficijent korišćenja radnog vremena (Kv) je jedan od najznačajnijih redukcionih koeficijenata pri proračunu učinka građevinskih mašina. Takođe, od svih redukcionih koeficijenata, njega je najteže predvideti. Da bi se preciznije proračunao učinak rada mašina, neophodno je definisati metodologiju za usvajanje koeficijenta Kv. U radu je izvršena analiza radnog vremena građevinskiih mašina, sagledani su gubici vremena u toku rada i prikazan je sastav Kv. Takođe, prikazani su i načini na koji se Kv obračunava po metodologijama Caterpillar i Liebherr.",
publisher = "INDIS",
journal = "14th INTERNATIONAL CONFERENCE INDIS",
title = "Proračun koeficijenta korišćenja radnog vremena",
url = "https://hdl.handle.net/21.15107/rcub_grafar_2345"
}
Petronijević, P., Ivanišević, N., Arizanović, D., Marinković, D.,& Petrović, M.. (2018). Proračun koeficijenta korišćenja radnog vremena. in 14th INTERNATIONAL CONFERENCE INDIS
INDIS..
https://hdl.handle.net/21.15107/rcub_grafar_2345
Petronijević P, Ivanišević N, Arizanović D, Marinković D, Petrović M. Proračun koeficijenta korišćenja radnog vremena. in 14th INTERNATIONAL CONFERENCE INDIS. 2018;.
https://hdl.handle.net/21.15107/rcub_grafar_2345 .
Petronijević, Predrag, Ivanišević, Nenad, Arizanović, Dragan, Marinković, Dejan, Petrović, Marija, "Proračun koeficijenta korišćenja radnog vremena" in 14th INTERNATIONAL CONFERENCE INDIS (2018),
https://hdl.handle.net/21.15107/rcub_grafar_2345 .

Method in planning construction machinery replacement

Petronijević, Predrag; Ivanišević, Nenad; Arizanović, Dragan; Marinković, Dejan; Petrović, Marija

(Građevinski fakultet u Subotici, 2018)

TY  - CONF
AU  - Petronijević, Predrag
AU  - Ivanišević, Nenad
AU  - Arizanović, Dragan
AU  - Marinković, Dejan
AU  - Petrović, Marija
PY  - 2018
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/2344
AB  - One basic criteria for determining the replacement time of construction
machinery is based on the age , that is, the increase in operating costs of the machine
with time. The key factor which determines and justifies replacement at a given time is
the magnitude of operating costs. This analysis will show a method for replacement
planning and sale of machines in a future time period.
PB  - Građevinski fakultet u Subotici
C3  - 6th International Conference Contemporary achievements in civil engineering
T1  - Method in planning construction machinery replacement
SP  - 727
DO  - 10.14415/konferencijaGFS2018.071
ER  - 
@conference{
author = "Petronijević, Predrag and Ivanišević, Nenad and Arizanović, Dragan and Marinković, Dejan and Petrović, Marija",
year = "2018",
abstract = "One basic criteria for determining the replacement time of construction
machinery is based on the age , that is, the increase in operating costs of the machine
with time. The key factor which determines and justifies replacement at a given time is
the magnitude of operating costs. This analysis will show a method for replacement
planning and sale of machines in a future time period.",
publisher = "Građevinski fakultet u Subotici",
journal = "6th International Conference Contemporary achievements in civil engineering",
title = "Method in planning construction machinery replacement",
pages = "727",
doi = "10.14415/konferencijaGFS2018.071"
}
Petronijević, P., Ivanišević, N., Arizanović, D., Marinković, D.,& Petrović, M.. (2018). Method in planning construction machinery replacement. in 6th International Conference Contemporary achievements in civil engineering
Građevinski fakultet u Subotici., 727.
https://doi.org/10.14415/konferencijaGFS2018.071
Petronijević P, Ivanišević N, Arizanović D, Marinković D, Petrović M. Method in planning construction machinery replacement. in 6th International Conference Contemporary achievements in civil engineering. 2018;:727.
doi:10.14415/konferencijaGFS2018.071 .
Petronijević, Predrag, Ivanišević, Nenad, Arizanović, Dragan, Marinković, Dejan, Petrović, Marija, "Method in planning construction machinery replacement" in 6th International Conference Contemporary achievements in civil engineering (2018):727,
https://doi.org/10.14415/konferencijaGFS2018.071 . .

Review of the method for quantification of lost productivity in civil engineering

Petrović, Marija; Marinković, Dejan; Stojadinović, Zoran

(2018)

TY  - CONF
AU  - Petrović, Marija
AU  - Marinković, Dejan
AU  - Stojadinović, Zoran
PY  - 2018
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/3002
AB  - Produktivnost predstavlja jedan od najznačajnijih faktora koji utiču na ukupne performanse projekta, nezavisno od njegove veličine i obima. Postoji niz faktora koji utiču na planiranje produktivnosti pa je samim tim teško proceniti njenu realnu vrednost. Gubitak produktivnosti se javlja kao posledica svakog odstupanje u planiranim radnim procesima usled čega dolazi do smanjenja efikasnosti proizvodnje. Usled toga dolazi do povećanja troškova i, potencijalno, vremena. Cilj rada predstavlja prikaz metode izmerenog segmenta sa diskusijom dobijenih rezultata
C3  - 14th International Scientific Conference “iNDiS 2018”, Novi Sad, November 21-23, 2018.
T1  - Review of the method for quantification of lost productivity in civil engineering
UR  - https://hdl.handle.net/21.15107/rcub_grafar_3002
ER  - 
@conference{
author = "Petrović, Marija and Marinković, Dejan and Stojadinović, Zoran",
year = "2018",
abstract = "Produktivnost predstavlja jedan od najznačajnijih faktora koji utiču na ukupne performanse projekta, nezavisno od njegove veličine i obima. Postoji niz faktora koji utiču na planiranje produktivnosti pa je samim tim teško proceniti njenu realnu vrednost. Gubitak produktivnosti se javlja kao posledica svakog odstupanje u planiranim radnim procesima usled čega dolazi do smanjenja efikasnosti proizvodnje. Usled toga dolazi do povećanja troškova i, potencijalno, vremena. Cilj rada predstavlja prikaz metode izmerenog segmenta sa diskusijom dobijenih rezultata",
journal = "14th International Scientific Conference “iNDiS 2018”, Novi Sad, November 21-23, 2018.",
title = "Review of the method for quantification of lost productivity in civil engineering",
url = "https://hdl.handle.net/21.15107/rcub_grafar_3002"
}
Petrović, M., Marinković, D.,& Stojadinović, Z.. (2018). Review of the method for quantification of lost productivity in civil engineering. in 14th International Scientific Conference “iNDiS 2018”, Novi Sad, November 21-23, 2018..
https://hdl.handle.net/21.15107/rcub_grafar_3002
Petrović M, Marinković D, Stojadinović Z. Review of the method for quantification of lost productivity in civil engineering. in 14th International Scientific Conference “iNDiS 2018”, Novi Sad, November 21-23, 2018.. 2018;.
https://hdl.handle.net/21.15107/rcub_grafar_3002 .
Petrović, Marija, Marinković, Dejan, Stojadinović, Zoran, "Review of the method for quantification of lost productivity in civil engineering" in 14th International Scientific Conference “iNDiS 2018”, Novi Sad, November 21-23, 2018. (2018),
https://hdl.handle.net/21.15107/rcub_grafar_3002 .

Data-Driven Housing Damage and Repair Cost Prediction Framework Based on The 2010 Kraljevo Earthquake Data

Stojadinović, Zoran I.; Kovačević, Miloš; Marinković, Dejan; Stojadinović, Božidar

(2017)

TY  - CONF
AU  - Stojadinović, Zoran I.
AU  - Kovačević, Miloš
AU  - Marinković, Dejan
AU  - Stojadinović, Božidar
PY  - 2017
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/2174
AB  - This paper presents an earthquake damage and repair cost prediction framework for individual residential buildings and portfolios of residential buildings in a municipal area in a region where the seismological networks are sparse and the structural engineering data on the existing residential building stock is poor. 
The proposed data driven framework is based on the damage and reconstruction data from an actual earthquake, in this case, the M5.4 November 3, 2010 Kraljevo, Serbia, earthquake. It belongs to a more general class of hybrid building portfolio vulnerability models. The earthquake in the model is defined by its magnitude and epicenter location. The geographical distribution of the intensity of the earthquake at the location of the buildings is modeled using the 2013 Akkar-Sandikkaya-Bommer ground motion prediction model suitable for seismically active crustal regions in Europe, with the peak ground acceleration as the intensity measure. The data on the soil type distribution was collected form the municipality building department sources. The residential building stock was classified into six types by identifying typical architecture layouts, structural systems and elements. The residential building damage was surveyed after the 2010 Kraljevo earthquake by local engineers using a locally-developed survey form. The form contained the information about the individual damage, classified into four categories ranging from slight damage to collapse, varying amount of building-specific details, and addresses from which geographic locations of the buildings were derived. 
A random forest machine-learning algorithm was used to derive a predictive model for residential building portfolio seismic damage and repair cost using a portion of the 2010 Kraljevo data as the learning dataset. The model outputs both the individual building fragility and the aggregate portfolio-level vulnerability data. The calculation of the expected repair cost for each building type was done using an expert-defined matrix that specifies average repair costs for each building type and damage category. The model is verified on a separate test portion of the 2010 Kraljevo dataset, yielding a satisfactory relative error when comparing total predicted to total actual repair costs. 
The model is limited to regions with similar seismicity and similar building stock. However, there many regions in the Balkans that fit this constraint. The proposed framework is, however, more general. It can be applied to other regions with different seismicity and building stock using the data from a recent earthquake as its learning input dataset and an expert-defined repair cost matrix for analyzing the repair cost scenarios.
C3  - 16th World Conference on Earthquake Engineering (16WCEE)
T1  - Data-Driven Housing Damage and Repair Cost Prediction Framework Based on The 2010 Kraljevo Earthquake Data
UR  - https://hdl.handle.net/21.15107/rcub_grafar_2174
ER  - 
@conference{
author = "Stojadinović, Zoran I. and Kovačević, Miloš and Marinković, Dejan and Stojadinović, Božidar",
year = "2017",
abstract = "This paper presents an earthquake damage and repair cost prediction framework for individual residential buildings and portfolios of residential buildings in a municipal area in a region where the seismological networks are sparse and the structural engineering data on the existing residential building stock is poor. 
The proposed data driven framework is based on the damage and reconstruction data from an actual earthquake, in this case, the M5.4 November 3, 2010 Kraljevo, Serbia, earthquake. It belongs to a more general class of hybrid building portfolio vulnerability models. The earthquake in the model is defined by its magnitude and epicenter location. The geographical distribution of the intensity of the earthquake at the location of the buildings is modeled using the 2013 Akkar-Sandikkaya-Bommer ground motion prediction model suitable for seismically active crustal regions in Europe, with the peak ground acceleration as the intensity measure. The data on the soil type distribution was collected form the municipality building department sources. The residential building stock was classified into six types by identifying typical architecture layouts, structural systems and elements. The residential building damage was surveyed after the 2010 Kraljevo earthquake by local engineers using a locally-developed survey form. The form contained the information about the individual damage, classified into four categories ranging from slight damage to collapse, varying amount of building-specific details, and addresses from which geographic locations of the buildings were derived. 
A random forest machine-learning algorithm was used to derive a predictive model for residential building portfolio seismic damage and repair cost using a portion of the 2010 Kraljevo data as the learning dataset. The model outputs both the individual building fragility and the aggregate portfolio-level vulnerability data. The calculation of the expected repair cost for each building type was done using an expert-defined matrix that specifies average repair costs for each building type and damage category. The model is verified on a separate test portion of the 2010 Kraljevo dataset, yielding a satisfactory relative error when comparing total predicted to total actual repair costs. 
The model is limited to regions with similar seismicity and similar building stock. However, there many regions in the Balkans that fit this constraint. The proposed framework is, however, more general. It can be applied to other regions with different seismicity and building stock using the data from a recent earthquake as its learning input dataset and an expert-defined repair cost matrix for analyzing the repair cost scenarios.",
journal = "16th World Conference on Earthquake Engineering (16WCEE)",
title = "Data-Driven Housing Damage and Repair Cost Prediction Framework Based on The 2010 Kraljevo Earthquake Data",
url = "https://hdl.handle.net/21.15107/rcub_grafar_2174"
}
Stojadinović, Z. I., Kovačević, M., Marinković, D.,& Stojadinović, B.. (2017). Data-Driven Housing Damage and Repair Cost Prediction Framework Based on The 2010 Kraljevo Earthquake Data. in 16th World Conference on Earthquake Engineering (16WCEE).
https://hdl.handle.net/21.15107/rcub_grafar_2174
Stojadinović ZI, Kovačević M, Marinković D, Stojadinović B. Data-Driven Housing Damage and Repair Cost Prediction Framework Based on The 2010 Kraljevo Earthquake Data. in 16th World Conference on Earthquake Engineering (16WCEE). 2017;.
https://hdl.handle.net/21.15107/rcub_grafar_2174 .
Stojadinović, Zoran I., Kovačević, Miloš, Marinković, Dejan, Stojadinović, Božidar, "Data-Driven Housing Damage and Repair Cost Prediction Framework Based on The 2010 Kraljevo Earthquake Data" in 16th World Conference on Earthquake Engineering (16WCEE) (2017),
https://hdl.handle.net/21.15107/rcub_grafar_2174 .

Application of geosyntetics in the function of environmental protection

Petrović, Marija; Simić, Nevena; Petronijević, Predrag; Arizanović, Dragan; Marinković, Dejan

(2017)

TY  - CONF
AU  - Petrović, Marija
AU  - Simić, Nevena
AU  - Petronijević, Predrag
AU  - Arizanović, Dragan
AU  - Marinković, Dejan
PY  - 2017
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/1528
AB  - The processes of industrialization and urbanization, apart from positively reflecting on the overall progress of a society, also have the increase of communal waste as a consequence. At the same time, these processes activate a series of new possibilities when it comes to development of the environmental responsibility. Inadequate waste management leads to pollution of all the environmental media and that is why there is so much interest for action in this area. The structure of this paper is presented through the activities from the construction phase of the objects for waste acceptance – sanitary landfills. By working in several directions, geo-synthetic materials can present the answer to complex mechanisms appearing not only during the building phase but also during the exploitation. The dominant role of a geo-barrier is not limited to the protective function as it can also, to certain extent, affect the mechanical characteristics of the soil it is set on. Besides construction technology for such objects, a comparative presentation of the types of geo-barriers is given, including the possibilities and limitations during the construction and exploitation.
C3  - Zbornik radova 5. međunarodne konferencije Savremena dostignuća u građevinarstvu 2017
T1  - Application of geosyntetics in the function of environmental protection
EP  - 497
SP  - 491
VL  - 33
DO  - 10.14415/konferencijaGFS2017.052
ER  - 
@conference{
author = "Petrović, Marija and Simić, Nevena and Petronijević, Predrag and Arizanović, Dragan and Marinković, Dejan",
year = "2017",
abstract = "The processes of industrialization and urbanization, apart from positively reflecting on the overall progress of a society, also have the increase of communal waste as a consequence. At the same time, these processes activate a series of new possibilities when it comes to development of the environmental responsibility. Inadequate waste management leads to pollution of all the environmental media and that is why there is so much interest for action in this area. The structure of this paper is presented through the activities from the construction phase of the objects for waste acceptance – sanitary landfills. By working in several directions, geo-synthetic materials can present the answer to complex mechanisms appearing not only during the building phase but also during the exploitation. The dominant role of a geo-barrier is not limited to the protective function as it can also, to certain extent, affect the mechanical characteristics of the soil it is set on. Besides construction technology for such objects, a comparative presentation of the types of geo-barriers is given, including the possibilities and limitations during the construction and exploitation.",
journal = "Zbornik radova 5. međunarodne konferencije Savremena dostignuća u građevinarstvu 2017",
title = "Application of geosyntetics in the function of environmental protection",
pages = "497-491",
volume = "33",
doi = "10.14415/konferencijaGFS2017.052"
}
Petrović, M., Simić, N., Petronijević, P., Arizanović, D.,& Marinković, D.. (2017). Application of geosyntetics in the function of environmental protection. in Zbornik radova 5. međunarodne konferencije Savremena dostignuća u građevinarstvu 2017, 33, 491-497.
https://doi.org/10.14415/konferencijaGFS2017.052
Petrović M, Simić N, Petronijević P, Arizanović D, Marinković D. Application of geosyntetics in the function of environmental protection. in Zbornik radova 5. međunarodne konferencije Savremena dostignuća u građevinarstvu 2017. 2017;33:491-497.
doi:10.14415/konferencijaGFS2017.052 .
Petrović, Marija, Simić, Nevena, Petronijević, Predrag, Arizanović, Dragan, Marinković, Dejan, "Application of geosyntetics in the function of environmental protection" in Zbornik radova 5. međunarodne konferencije Savremena dostignuća u građevinarstvu 2017, 33 (2017):491-497,
https://doi.org/10.14415/konferencijaGFS2017.052 . .

Metodologija za proračun troškova neuposlene mehanizacije u okviru odštetnih zahteva

Stojadinović, Zoran; Marinković, Dejan; Petrović, Marija; Ivković, Branislav

(Društvo građevinskih konstruktera Srbije, Beograd, 2016)

TY  - CONF
AU  - Stojadinović, Zoran
AU  - Marinković, Dejan
AU  - Petrović, Marija
AU  - Ivković, Branislav
PY  - 2016
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/1444
PB  - Društvo građevinskih konstruktera Srbije, Beograd
C3  - Zbornik radova / Društvо građevinskih konstruktera Srbije, Simpozijum 2016, 15-17. septembar, Zlatibor
T1  - Metodologija za proračun troškova neuposlene mehanizacije u okviru odštetnih zahteva
EP  - 1104
SP  - 1094
UR  - https://hdl.handle.net/21.15107/rcub_grafar_1444
ER  - 
@conference{
author = "Stojadinović, Zoran and Marinković, Dejan and Petrović, Marija and Ivković, Branislav",
year = "2016",
publisher = "Društvo građevinskih konstruktera Srbije, Beograd",
journal = "Zbornik radova / Društvо građevinskih konstruktera Srbije, Simpozijum 2016, 15-17. septembar, Zlatibor",
title = "Metodologija za proračun troškova neuposlene mehanizacije u okviru odštetnih zahteva",
pages = "1104-1094",
url = "https://hdl.handle.net/21.15107/rcub_grafar_1444"
}
Stojadinović, Z., Marinković, D., Petrović, M.,& Ivković, B.. (2016). Metodologija za proračun troškova neuposlene mehanizacije u okviru odštetnih zahteva. in Zbornik radova / Društvо građevinskih konstruktera Srbije, Simpozijum 2016, 15-17. septembar, Zlatibor
Društvo građevinskih konstruktera Srbije, Beograd., 1094-1104.
https://hdl.handle.net/21.15107/rcub_grafar_1444
Stojadinović Z, Marinković D, Petrović M, Ivković B. Metodologija za proračun troškova neuposlene mehanizacije u okviru odštetnih zahteva. in Zbornik radova / Društvо građevinskih konstruktera Srbije, Simpozijum 2016, 15-17. septembar, Zlatibor. 2016;:1094-1104.
https://hdl.handle.net/21.15107/rcub_grafar_1444 .
Stojadinović, Zoran, Marinković, Dejan, Petrović, Marija, Ivković, Branislav, "Metodologija za proračun troškova neuposlene mehanizacije u okviru odštetnih zahteva" in Zbornik radova / Društvо građevinskih konstruktera Srbije, Simpozijum 2016, 15-17. septembar, Zlatibor (2016):1094-1104,
https://hdl.handle.net/21.15107/rcub_grafar_1444 .

Implementation of value engineering on residential projects

Stojadinović, Zoran; Marinković, Dejan

(Udruženje inženjera građevinarstva, geotehnike, arhitekture i urbanista "Izgradnja", Beograd, 2015)

TY  - JOUR
AU  - Stojadinović, Zoran
AU  - Marinković, Dejan
PY  - 2015
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/677
AB  - For the purpose of further affirmation of value engineering (VE), this paper gives a contribution in developing procedures for the practical application of VE on residential projects. In accordance with the theoretical principles found in literature and trends in contemporary research, the procedure is defined by: the optimal time and appropriate method of application. The recommended moment for VE application is the preliminary design phase because of the optimal balance between the amount of available data for analysis and previously incurred project expenses. The method of producing the VE study is based on the identification of functions of the building and the establishment of measurable parameters for the evaluation of functions. This way, the proposed improvements can be objectively measured and it is possible to numerically prove that the proposed design solutions are better than others. Introducing measurable parameters enables answering the key question: are the selected design solutions optimal? An additional benefit of the proposed approach is that the proposed functions, measurable parameters and parameter values can serve as a basis for the development of VE study on similar projects as a measure of the success of applied design solutions. A case study for an office building in Belgrade presents a set of suggested functions and measurable parameters for the evaluation of functions. Suggested functions, measurable parameters and parameter values can be used as a basis for the development of future VE studies. Savings in the amount of 14%, without affecting the quality of the building were documented.
AB  - U cilju afirmacije vrednosnog inženjerstva (VE), ovaj rad daje doprinos na polju razvoja procedure za praktičnu primenu VE na projektima. Razmatrani su investicioni projekti izgradnje stambeno-poslovnih objekata. U skladu sa teoretskim principama iz literature i trendovima u savremenim istraživanja u okviru procedure definiše se: optimalno vreme za primenu i način izrade VE studije. Kao optimalan trenutak preporučuje se faza izrade idejnog projekta zbog optimalnog odnosa dostupnih podataka za analizu i prethodno ostvarenih troškova na projektu. Način izrade VE studije bazira se na identifikaciji funkcija objekta i uspostavljanju merljivih parametara za evaluaciju funkcija. Na taj način predložena poboljšanja se mogu objektivno izmeriti i može se numerički dokazati opravdanost implementacije u odnosu na druga projektantska rešenja. Primena merljivih parametara omogućava da se objektivno odgovori na ključno pitanje: da li su izabrana optimalna projektantska rešenja? Dodatna korist od predloženog pristupa je da predložene funkcije, merljivi parametri i vrednosti parametara mogu poslužiti kao osnova za izradu VE studija za slične objekte i kao mera za uspešnost primenjenih rešenja. Kroz studiju slučaja jednog poslovnog objekta u Beogradu dat je predlog seta funkcija za tipični poslovni objekat i predlog merljivih parametara za njihovu evaluaciju. Primenom vrednosnog inženjerstva na predloženi način, ostvarene su uštede u iznosu od 14%, bez uticaja na kvalitet objekta.
PB  - Udruženje inženjera građevinarstva, geotehnike, arhitekture i urbanista "Izgradnja", Beograd
T2  - Izgradnja
T1  - Implementation of value engineering on residential projects
T1  - Primena vrednosnog inženjerstva na projektima izgradnje stambeno-poslovnih objekata
EP  - 356
IS  - 9-10
SP  - 349
VL  - 69
UR  - https://hdl.handle.net/21.15107/rcub_grafar_677
ER  - 
@article{
author = "Stojadinović, Zoran and Marinković, Dejan",
year = "2015",
abstract = "For the purpose of further affirmation of value engineering (VE), this paper gives a contribution in developing procedures for the practical application of VE on residential projects. In accordance with the theoretical principles found in literature and trends in contemporary research, the procedure is defined by: the optimal time and appropriate method of application. The recommended moment for VE application is the preliminary design phase because of the optimal balance between the amount of available data for analysis and previously incurred project expenses. The method of producing the VE study is based on the identification of functions of the building and the establishment of measurable parameters for the evaluation of functions. This way, the proposed improvements can be objectively measured and it is possible to numerically prove that the proposed design solutions are better than others. Introducing measurable parameters enables answering the key question: are the selected design solutions optimal? An additional benefit of the proposed approach is that the proposed functions, measurable parameters and parameter values can serve as a basis for the development of VE study on similar projects as a measure of the success of applied design solutions. A case study for an office building in Belgrade presents a set of suggested functions and measurable parameters for the evaluation of functions. Suggested functions, measurable parameters and parameter values can be used as a basis for the development of future VE studies. Savings in the amount of 14%, without affecting the quality of the building were documented., U cilju afirmacije vrednosnog inženjerstva (VE), ovaj rad daje doprinos na polju razvoja procedure za praktičnu primenu VE na projektima. Razmatrani su investicioni projekti izgradnje stambeno-poslovnih objekata. U skladu sa teoretskim principama iz literature i trendovima u savremenim istraživanja u okviru procedure definiše se: optimalno vreme za primenu i način izrade VE studije. Kao optimalan trenutak preporučuje se faza izrade idejnog projekta zbog optimalnog odnosa dostupnih podataka za analizu i prethodno ostvarenih troškova na projektu. Način izrade VE studije bazira se na identifikaciji funkcija objekta i uspostavljanju merljivih parametara za evaluaciju funkcija. Na taj način predložena poboljšanja se mogu objektivno izmeriti i može se numerički dokazati opravdanost implementacije u odnosu na druga projektantska rešenja. Primena merljivih parametara omogućava da se objektivno odgovori na ključno pitanje: da li su izabrana optimalna projektantska rešenja? Dodatna korist od predloženog pristupa je da predložene funkcije, merljivi parametri i vrednosti parametara mogu poslužiti kao osnova za izradu VE studija za slične objekte i kao mera za uspešnost primenjenih rešenja. Kroz studiju slučaja jednog poslovnog objekta u Beogradu dat je predlog seta funkcija za tipični poslovni objekat i predlog merljivih parametara za njihovu evaluaciju. Primenom vrednosnog inženjerstva na predloženi način, ostvarene su uštede u iznosu od 14%, bez uticaja na kvalitet objekta.",
publisher = "Udruženje inženjera građevinarstva, geotehnike, arhitekture i urbanista "Izgradnja", Beograd",
journal = "Izgradnja",
title = "Implementation of value engineering on residential projects, Primena vrednosnog inženjerstva na projektima izgradnje stambeno-poslovnih objekata",
pages = "356-349",
number = "9-10",
volume = "69",
url = "https://hdl.handle.net/21.15107/rcub_grafar_677"
}
Stojadinović, Z.,& Marinković, D.. (2015). Implementation of value engineering on residential projects. in Izgradnja
Udruženje inženjera građevinarstva, geotehnike, arhitekture i urbanista "Izgradnja", Beograd., 69(9-10), 349-356.
https://hdl.handle.net/21.15107/rcub_grafar_677
Stojadinović Z, Marinković D. Implementation of value engineering on residential projects. in Izgradnja. 2015;69(9-10):349-356.
https://hdl.handle.net/21.15107/rcub_grafar_677 .
Stojadinović, Zoran, Marinković, Dejan, "Implementation of value engineering on residential projects" in Izgradnja, 69, no. 9-10 (2015):349-356,
https://hdl.handle.net/21.15107/rcub_grafar_677 .

Productivity planning and control on construction projects

Marinković, Dejan; Stojadinović, Zoran

(Udruženje inženjera građevinarstva, geotehnike, arhitekture i urbanista "Izgradnja", Beograd, 2015)

TY  - JOUR
AU  - Marinković, Dejan
AU  - Stojadinović, Zoran
PY  - 2015
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/676
AB  - In this paper, traditional as well as contemporary approaches to productivity planning and control are analyzed and potential improvements are suggested. A new approach is proposed. It is based on: applying separate measures for work and for labor, defining organizational levels for application (work flow and crew level) and introducing space-based control points. Having in mind the importance of planning for productivity, a separate measure for evaluating the quality of plans is proposed. That measure is based on comparing the calculated and planned productivity. The first originates from the bid and serves as benchmark for control and the second originates from the organization of works on site and planned crew capacities. A case study showed that the application of the proposed approach enables more efficient productivity control, rapid achievement of planned crew and overall performance, more precise corrective measures, faster system response and enhancing productivity on construction projects.
AB  - U radu su analizirani klasični i savremeni pristupi u planiranju i kontroli produktivnosti i prikazana moguća poboljšanja. Predložen je novi pristup koji se zasniva na formiranju posebnih ocena za produktivnost radne snage i produktivnost rada, definisanju ključnih organizacionih nivoa (tokovi rada i radne ekipe) za kontrolu produktivnosti i uvođenju kontrolnih tačaka zasnovanih na prostornom principu. S obzirom na značaj planiranja za nivo ostvarene produktivnosti predlaže se uvođenje posebne ocene za proveru kvaliteta planova, zasnovane na poređenju kalkulisane i planirane produktivnosti. Kalkulisana produktivnost proističe iz prihvaćene ponude izvođača i predstavlja etalon za kontrolu, a planirana produktivnost proističe iz usvojene organizacije rada i dinamičkog plana. Studija slučaja je pokazala da se primenom predloženog pristupa može poboljšati efikasnost kontrole produktivnosti, brzo dostići planirane performanse proizvodnje i radnih ekipa, fokusirano primeniti korektivne mere, povećati brzina 'odziva' sistema i podići produktivnost na građevinskim projektima.
PB  - Udruženje inženjera građevinarstva, geotehnike, arhitekture i urbanista "Izgradnja", Beograd
T2  - Izgradnja
T1  - Productivity planning and control on construction projects
T1  - Planiranje i kontrola produktivnosti na građevinskim projektima
EP  - 286
IS  - 7-8
SP  - 278
VL  - 69
UR  - https://hdl.handle.net/21.15107/rcub_grafar_676
ER  - 
@article{
author = "Marinković, Dejan and Stojadinović, Zoran",
year = "2015",
abstract = "In this paper, traditional as well as contemporary approaches to productivity planning and control are analyzed and potential improvements are suggested. A new approach is proposed. It is based on: applying separate measures for work and for labor, defining organizational levels for application (work flow and crew level) and introducing space-based control points. Having in mind the importance of planning for productivity, a separate measure for evaluating the quality of plans is proposed. That measure is based on comparing the calculated and planned productivity. The first originates from the bid and serves as benchmark for control and the second originates from the organization of works on site and planned crew capacities. A case study showed that the application of the proposed approach enables more efficient productivity control, rapid achievement of planned crew and overall performance, more precise corrective measures, faster system response and enhancing productivity on construction projects., U radu su analizirani klasični i savremeni pristupi u planiranju i kontroli produktivnosti i prikazana moguća poboljšanja. Predložen je novi pristup koji se zasniva na formiranju posebnih ocena za produktivnost radne snage i produktivnost rada, definisanju ključnih organizacionih nivoa (tokovi rada i radne ekipe) za kontrolu produktivnosti i uvođenju kontrolnih tačaka zasnovanih na prostornom principu. S obzirom na značaj planiranja za nivo ostvarene produktivnosti predlaže se uvođenje posebne ocene za proveru kvaliteta planova, zasnovane na poređenju kalkulisane i planirane produktivnosti. Kalkulisana produktivnost proističe iz prihvaćene ponude izvođača i predstavlja etalon za kontrolu, a planirana produktivnost proističe iz usvojene organizacije rada i dinamičkog plana. Studija slučaja je pokazala da se primenom predloženog pristupa može poboljšati efikasnost kontrole produktivnosti, brzo dostići planirane performanse proizvodnje i radnih ekipa, fokusirano primeniti korektivne mere, povećati brzina 'odziva' sistema i podići produktivnost na građevinskim projektima.",
publisher = "Udruženje inženjera građevinarstva, geotehnike, arhitekture i urbanista "Izgradnja", Beograd",
journal = "Izgradnja",
title = "Productivity planning and control on construction projects, Planiranje i kontrola produktivnosti na građevinskim projektima",
pages = "286-278",
number = "7-8",
volume = "69",
url = "https://hdl.handle.net/21.15107/rcub_grafar_676"
}
Marinković, D.,& Stojadinović, Z.. (2015). Productivity planning and control on construction projects. in Izgradnja
Udruženje inženjera građevinarstva, geotehnike, arhitekture i urbanista "Izgradnja", Beograd., 69(7-8), 278-286.
https://hdl.handle.net/21.15107/rcub_grafar_676
Marinković D, Stojadinović Z. Productivity planning and control on construction projects. in Izgradnja. 2015;69(7-8):278-286.
https://hdl.handle.net/21.15107/rcub_grafar_676 .
Marinković, Dejan, Stojadinović, Zoran, "Productivity planning and control on construction projects" in Izgradnja, 69, no. 7-8 (2015):278-286,
https://hdl.handle.net/21.15107/rcub_grafar_676 .

The impact of architectural conceptual design on profit

Stojadinović, Zoran; Marinković, Dejan; Senic, A.

(Građevinski fakultet, Subotica, 2014)

TY  - CONF
AU  - Stojadinović, Zoran
AU  - Marinković, Dejan
AU  - Senic, A.
PY  - 2014
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/1208
PB  - Građevinski fakultet, Subotica
C3  - Međunarodna konferencija Savremena dostignuća u građevinarstvu 25
T1  - The impact of architectural conceptual design on profit
T1  - Značaj arhitektonskog koncepta za rentabilnost projekata
EP  - 789
SP  - 783
VL  - 30
DO  - 10.14415/konferencijaGFS2014.106
ER  - 
@conference{
author = "Stojadinović, Zoran and Marinković, Dejan and Senic, A.",
year = "2014",
publisher = "Građevinski fakultet, Subotica",
journal = "Međunarodna konferencija Savremena dostignuća u građevinarstvu 25",
title = "The impact of architectural conceptual design on profit, Značaj arhitektonskog koncepta za rentabilnost projekata",
pages = "789-783",
volume = "30",
doi = "10.14415/konferencijaGFS2014.106"
}
Stojadinović, Z., Marinković, D.,& Senic, A.. (2014). The impact of architectural conceptual design on profit. in Međunarodna konferencija Savremena dostignuća u građevinarstvu 25
Građevinski fakultet, Subotica., 30, 783-789.
https://doi.org/10.14415/konferencijaGFS2014.106
Stojadinović Z, Marinković D, Senic A. The impact of architectural conceptual design on profit. in Međunarodna konferencija Savremena dostignuća u građevinarstvu 25. 2014;30:783-789.
doi:10.14415/konferencijaGFS2014.106 .
Stojadinović, Zoran, Marinković, Dejan, Senic, A., "The impact of architectural conceptual design on profit" in Međunarodna konferencija Savremena dostignuća u građevinarstvu 25, 30 (2014):783-789,
https://doi.org/10.14415/konferencijaGFS2014.106 . .

Human resource performance measurement framework for construction projects and companies

Stojadinović, Zoran; Marinković, Dejan; Ivković, Branislav

(Faculty of Mechanical Engineering in Slavonski Brod, Faculty of Electrical Engineering in Osijek, Faculty of Civil Engineering in Osijek, 2014)

TY  - JOUR
AU  - Stojadinović, Zoran
AU  - Marinković, Dejan
AU  - Ivković, Branislav
PY  - 2014
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/623
AB  - A new approach for measuring the performance of employees in construction companies is presented. Two different methods are proposed. For employees directly engaged on a project, performance is measured by using different Key Performance Indicators on four different organisation levels. For employees not directly engaged on a project, performance is measured by using Responsibility Assignment Matrices that are quantified using the Quality Function Deployment methodology. In both cases the system returns non-dimensional evaluations for employees, which can be used as a management tool for efficient human resource management. The presented framework is designed for civil construction projects and companies but it is applicable to any industry.
PB  - Faculty of Mechanical Engineering in Slavonski Brod, Faculty of Electrical Engineering in Osijek, Faculty of Civil Engineering in Osijek
T2  - Tehnički vjesnik / Technical Gazette
T1  - Human resource performance measurement framework for construction projects and companies
EP  - 78
IS  - 1
SP  - 69
VL  - 21
UR  - https://hdl.handle.net/21.15107/rcub_grafar_623
ER  - 
@article{
author = "Stojadinović, Zoran and Marinković, Dejan and Ivković, Branislav",
year = "2014",
abstract = "A new approach for measuring the performance of employees in construction companies is presented. Two different methods are proposed. For employees directly engaged on a project, performance is measured by using different Key Performance Indicators on four different organisation levels. For employees not directly engaged on a project, performance is measured by using Responsibility Assignment Matrices that are quantified using the Quality Function Deployment methodology. In both cases the system returns non-dimensional evaluations for employees, which can be used as a management tool for efficient human resource management. The presented framework is designed for civil construction projects and companies but it is applicable to any industry.",
publisher = "Faculty of Mechanical Engineering in Slavonski Brod, Faculty of Electrical Engineering in Osijek, Faculty of Civil Engineering in Osijek",
journal = "Tehnički vjesnik / Technical Gazette",
title = "Human resource performance measurement framework for construction projects and companies",
pages = "78-69",
number = "1",
volume = "21",
url = "https://hdl.handle.net/21.15107/rcub_grafar_623"
}
Stojadinović, Z., Marinković, D.,& Ivković, B.. (2014). Human resource performance measurement framework for construction projects and companies. in Tehnički vjesnik / Technical Gazette
Faculty of Mechanical Engineering in Slavonski Brod, Faculty of Electrical Engineering in Osijek, Faculty of Civil Engineering in Osijek., 21(1), 69-78.
https://hdl.handle.net/21.15107/rcub_grafar_623
Stojadinović Z, Marinković D, Ivković B. Human resource performance measurement framework for construction projects and companies. in Tehnički vjesnik / Technical Gazette. 2014;21(1):69-78.
https://hdl.handle.net/21.15107/rcub_grafar_623 .
Stojadinović, Zoran, Marinković, Dejan, Ivković, Branislav, "Human resource performance measurement framework for construction projects and companies" in Tehnički vjesnik / Technical Gazette, 21, no. 1 (2014):69-78,
https://hdl.handle.net/21.15107/rcub_grafar_623 .

Work cycle based scheduling

Marinković, Dejan; Stojadinović, Zoran; Ivanišević, Nenad

(Croatian Association of Civil Engineers, 2013)

TY  - JOUR
AU  - Marinković, Dejan
AU  - Stojadinović, Zoran
AU  - Ivanišević, Nenad
PY  - 2013
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/540
AB  - The paper proposes a new approach to short-term scheduling based on spatial and technological cycles, continuous crew flows and daily scheduling, named WCBS (Work Cycle Based Scheduling). Application of WCBS is shown on a case study of constructing seven multi-storey structures. It was concluded that WCBS helps overcome restrictions of existing approaches to micro scheduling (daily tasks and crew coordination), enhances the scheduling process and increases productivity of works.
PB  - Croatian Association of Civil Engineers
T2  - Građevinar
T1  - Work cycle based scheduling
EP  - 1002
IS  - 11
SP  - 993
VL  - 65
DO  - 10.14256/JCE.845.2013
ER  - 
@article{
author = "Marinković, Dejan and Stojadinović, Zoran and Ivanišević, Nenad",
year = "2013",
abstract = "The paper proposes a new approach to short-term scheduling based on spatial and technological cycles, continuous crew flows and daily scheduling, named WCBS (Work Cycle Based Scheduling). Application of WCBS is shown on a case study of constructing seven multi-storey structures. It was concluded that WCBS helps overcome restrictions of existing approaches to micro scheduling (daily tasks and crew coordination), enhances the scheduling process and increases productivity of works.",
publisher = "Croatian Association of Civil Engineers",
journal = "Građevinar",
title = "Work cycle based scheduling",
pages = "1002-993",
number = "11",
volume = "65",
doi = "10.14256/JCE.845.2013"
}
Marinković, D., Stojadinović, Z.,& Ivanišević, N.. (2013). Work cycle based scheduling. in Građevinar
Croatian Association of Civil Engineers., 65(11), 993-1002.
https://doi.org/10.14256/JCE.845.2013
Marinković D, Stojadinović Z, Ivanišević N. Work cycle based scheduling. in Građevinar. 2013;65(11):993-1002.
doi:10.14256/JCE.845.2013 .
Marinković, Dejan, Stojadinović, Zoran, Ivanišević, Nenad, "Work cycle based scheduling" in Građevinar, 65, no. 11 (2013):993-1002,
https://doi.org/10.14256/JCE.845.2013 . .
1
2

Implementing a detailed estimation model on housing project prefeasibility studies

Stojadinović, Zoran; Marinković, Dejan

(Udruženje inženjera građevinarstva, geotehnike, arhitekture i urbanista "Izgradnja", Beograd, 2010)

TY  - JOUR
AU  - Stojadinović, Zoran
AU  - Marinković, Dejan
PY  - 2010
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/333
AB  - In this paper, a new approach is presented for the purpose of making prefeasibility studies. It is based on the detailed estimation of costs and durations even though there is no design present at the beginning of the project. Available data is only lot dimensions and urban planning parameters. The new approach is based on the: universal network, empirical formulas for estimating activity quantities and durations, three unit price packages and risk estimation based on Monte Carlo simulations. All research refers to housing projects in Belgrade.
AB  - U ovom radu predlaže se novi pristup izradi predinvesticionih studija koji se zasniva na primeni modela detaljne procene troškova i trajanja bez obzira što projektna dokumentacija nije dostupna na početku projekta. Dostupni podaci su samo urbanistički uslovi i veličina parcele. To se postiže formiranjem: univerzalnog dinamičkog plana, empirijskih formula za proračun količina za aktivnosti, tri paketa jediničnih cena, empirijskih formula za procenu trajanja aktivnosti i procena uticaja rizika primenom Monte Carlo simulacija. Sva razmatranja odnose se na projekte izgradnje stambeno-poslovnih objekata u Beogradu.
PB  - Udruženje inženjera građevinarstva, geotehnike, arhitekture i urbanista "Izgradnja", Beograd
T2  - Izgradnja
T1  - Implementing a detailed estimation model on housing project prefeasibility studies
T1  - Primena detaljnog modela procene za potrebe izrade predinvesticionih studija za projekte izgradnje stambeno-poslovnih objekata
EP  - 410
IS  - 7-8
SP  - 401
VL  - 64
UR  - https://hdl.handle.net/21.15107/rcub_grafar_333
ER  - 
@article{
author = "Stojadinović, Zoran and Marinković, Dejan",
year = "2010",
abstract = "In this paper, a new approach is presented for the purpose of making prefeasibility studies. It is based on the detailed estimation of costs and durations even though there is no design present at the beginning of the project. Available data is only lot dimensions and urban planning parameters. The new approach is based on the: universal network, empirical formulas for estimating activity quantities and durations, three unit price packages and risk estimation based on Monte Carlo simulations. All research refers to housing projects in Belgrade., U ovom radu predlaže se novi pristup izradi predinvesticionih studija koji se zasniva na primeni modela detaljne procene troškova i trajanja bez obzira što projektna dokumentacija nije dostupna na početku projekta. Dostupni podaci su samo urbanistički uslovi i veličina parcele. To se postiže formiranjem: univerzalnog dinamičkog plana, empirijskih formula za proračun količina za aktivnosti, tri paketa jediničnih cena, empirijskih formula za procenu trajanja aktivnosti i procena uticaja rizika primenom Monte Carlo simulacija. Sva razmatranja odnose se na projekte izgradnje stambeno-poslovnih objekata u Beogradu.",
publisher = "Udruženje inženjera građevinarstva, geotehnike, arhitekture i urbanista "Izgradnja", Beograd",
journal = "Izgradnja",
title = "Implementing a detailed estimation model on housing project prefeasibility studies, Primena detaljnog modela procene za potrebe izrade predinvesticionih studija za projekte izgradnje stambeno-poslovnih objekata",
pages = "410-401",
number = "7-8",
volume = "64",
url = "https://hdl.handle.net/21.15107/rcub_grafar_333"
}
Stojadinović, Z.,& Marinković, D.. (2010). Implementing a detailed estimation model on housing project prefeasibility studies. in Izgradnja
Udruženje inženjera građevinarstva, geotehnike, arhitekture i urbanista "Izgradnja", Beograd., 64(7-8), 401-410.
https://hdl.handle.net/21.15107/rcub_grafar_333
Stojadinović Z, Marinković D. Implementing a detailed estimation model on housing project prefeasibility studies. in Izgradnja. 2010;64(7-8):401-410.
https://hdl.handle.net/21.15107/rcub_grafar_333 .
Stojadinović, Zoran, Marinković, Dejan, "Implementing a detailed estimation model on housing project prefeasibility studies" in Izgradnja, 64, no. 7-8 (2010):401-410,
https://hdl.handle.net/21.15107/rcub_grafar_333 .

Model za ocenu i kontrolu uspešnosti poslovanja malih i srednjih građevinskih preduzeća

Marinković, Dejan

(2008)

TY  - THES
AU  - Marinković, Dejan
PY  - 2008
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/1810
AB  - Циљ израде ове дисертације је формирање новог приступа у оцени и контроли пословања грађевинских фирми, који ће узети у обзир специфичности грађевинске производње, омогућити брзу идентификацију узрока одступања и ефикасно управљање фирмом. 
Предложени модели у дисертацији фокусирани су пре свега на суштински део пословања грађевинских фирми и кључне чиниоце грађевинске производње. Идентификовани су кључни параметри пословања на нивоу фирме и на нивоу пројекта и предложена методологија за њихову оцену и контролу. У дисертацији су предложени модели за контролу реализације пројекта, контролу трошкова, оцену и контролу пословања грађевинских фирми и оцену и контролу рада техничког особља. 
За контролу реализације пројеката предложен је нови приступ заснован на кључним ресурсима, водећим токовима рада и обједињеној контроли кључних параметара. За кључне ресурсе и водеће токове рада, уведени су типови значајности са начином прорачуна. 
Предложени модел трошкова заснован је на контролним тачкама и просторним перформансама објекта. Као информатичка подршка овом моделу, развијен је софтвер „3Ц“.
У дисертацији је предложен нови приступ у оцени и контроли пословања грађевиснких фирми заснован на кључним параметрима. Обједињавање кључних параметара омогућено је преко интегрисаних оцена пословања, којима се могу се сагледати и измерити сложени утицаји чинилаца грађевинске производње на пословање фирме. Успостављањем међузависности између кључних праметара, које се могу измерити, омогућено је „моделовање“ суштинских процеса у пословању фирме, као и превентивна улога контроле. 
Предложени модел за оцену рада техничког особља је заснован на критеријумима који добро описују суштину рада техничког особља, а за оцене је развијен математички модел који узима у обзир сложеност грађевинске производње, хијерархијске односе, приоритете и одговорности запослених.
Сви предложени модели у дисертацији, су међусобно компатабилни и саставни су део система за контролу пословања фирме.
AB  - The goal of this thesis is to develop a new approach to performance evaluation and control for construction companies. The new approach will acknowledge the specific nature of construction, allow quick identification of causes for deviations and allow efficient company management.
The proposed model primarily focuses on the core construction processes and key production factors. Key performance parameters are identified, regarding project performance and company performance as a whole. A new methodology for evaluation and control of these parameters is also proposed. For that matter, project realization control, cost control, company performance evaluation and control and staff evaluation and control models are proposed within this thesis.
Regarding project realization control a new approach is suggested, based on key resources, leading processes and integrated control of key parameters. For specific key parameters importance types and ways of their calculation are introduced.
The cost control model is based on control points and space characteristics of a building. New software, named „3C“, was developed for the purpose of model support.
A new, key parameter based model for company performance evaluation and control, is proposed. The joint effect of key parameters is obtained by the use of integrated performance evaluation grades. By using these grades, complex influences of different elements of construction production on company performance can be identified and measured. Modeling of company performance core processes, as well as using control in a preventive manner, is achieved by applying measurable interrelations between key parameters
The model, proposed for technical staff evaluation purposes, is based on criteria that describe the essence of technical work very well. A mathematical model for grade calculation takes into account the complexity of construction processes, organizational hierarchy, priorities and staff responsibilities.
All proposed models are compatible with each other and are a part of a company performance control system.
T1  - Model za ocenu i kontrolu uspešnosti poslovanja malih i srednjih građevinskih preduzeća
T1  - Performance evaluation and control model for small and medium sized construction companies
UR  - https://hdl.handle.net/21.15107/rcub_grafar_1810
ER  - 
@phdthesis{
author = "Marinković, Dejan",
year = "2008",
abstract = "Циљ израде ове дисертације је формирање новог приступа у оцени и контроли пословања грађевинских фирми, који ће узети у обзир специфичности грађевинске производње, омогућити брзу идентификацију узрока одступања и ефикасно управљање фирмом. 
Предложени модели у дисертацији фокусирани су пре свега на суштински део пословања грађевинских фирми и кључне чиниоце грађевинске производње. Идентификовани су кључни параметри пословања на нивоу фирме и на нивоу пројекта и предложена методологија за њихову оцену и контролу. У дисертацији су предложени модели за контролу реализације пројекта, контролу трошкова, оцену и контролу пословања грађевинских фирми и оцену и контролу рада техничког особља. 
За контролу реализације пројеката предложен је нови приступ заснован на кључним ресурсима, водећим токовима рада и обједињеној контроли кључних параметара. За кључне ресурсе и водеће токове рада, уведени су типови значајности са начином прорачуна. 
Предложени модел трошкова заснован је на контролним тачкама и просторним перформансама објекта. Као информатичка подршка овом моделу, развијен је софтвер „3Ц“.
У дисертацији је предложен нови приступ у оцени и контроли пословања грађевиснких фирми заснован на кључним параметрима. Обједињавање кључних параметара омогућено је преко интегрисаних оцена пословања, којима се могу се сагледати и измерити сложени утицаји чинилаца грађевинске производње на пословање фирме. Успостављањем међузависности између кључних праметара, које се могу измерити, омогућено је „моделовање“ суштинских процеса у пословању фирме, као и превентивна улога контроле. 
Предложени модел за оцену рада техничког особља је заснован на критеријумима који добро описују суштину рада техничког особља, а за оцене је развијен математички модел који узима у обзир сложеност грађевинске производње, хијерархијске односе, приоритете и одговорности запослених.
Сви предложени модели у дисертацији, су међусобно компатабилни и саставни су део система за контролу пословања фирме., The goal of this thesis is to develop a new approach to performance evaluation and control for construction companies. The new approach will acknowledge the specific nature of construction, allow quick identification of causes for deviations and allow efficient company management.
The proposed model primarily focuses on the core construction processes and key production factors. Key performance parameters are identified, regarding project performance and company performance as a whole. A new methodology for evaluation and control of these parameters is also proposed. For that matter, project realization control, cost control, company performance evaluation and control and staff evaluation and control models are proposed within this thesis.
Regarding project realization control a new approach is suggested, based on key resources, leading processes and integrated control of key parameters. For specific key parameters importance types and ways of their calculation are introduced.
The cost control model is based on control points and space characteristics of a building. New software, named „3C“, was developed for the purpose of model support.
A new, key parameter based model for company performance evaluation and control, is proposed. The joint effect of key parameters is obtained by the use of integrated performance evaluation grades. By using these grades, complex influences of different elements of construction production on company performance can be identified and measured. Modeling of company performance core processes, as well as using control in a preventive manner, is achieved by applying measurable interrelations between key parameters
The model, proposed for technical staff evaluation purposes, is based on criteria that describe the essence of technical work very well. A mathematical model for grade calculation takes into account the complexity of construction processes, organizational hierarchy, priorities and staff responsibilities.
All proposed models are compatible with each other and are a part of a company performance control system.",
title = "Model za ocenu i kontrolu uspešnosti poslovanja malih i srednjih građevinskih preduzeća, Performance evaluation and control model for small and medium sized construction companies",
url = "https://hdl.handle.net/21.15107/rcub_grafar_1810"
}
Marinković, D.. (2008). Model za ocenu i kontrolu uspešnosti poslovanja malih i srednjih građevinskih preduzeća. .
https://hdl.handle.net/21.15107/rcub_grafar_1810
Marinković D. Model za ocenu i kontrolu uspešnosti poslovanja malih i srednjih građevinskih preduzeća. 2008;.
https://hdl.handle.net/21.15107/rcub_grafar_1810 .
Marinković, Dejan, "Model za ocenu i kontrolu uspešnosti poslovanja malih i srednjih građevinskih preduzeća" (2008),
https://hdl.handle.net/21.15107/rcub_grafar_1810 .