Development and Modeling of Energy-Efficient, Adaptable, Multiprocessor and Multisensor Low-Power Electronic Systems

Link to this page

info:eu-repo/grantAgreement/MESTD/Technological Development (TD or TR)/32043/RS//

Development and Modeling of Energy-Efficient, Adaptable, Multiprocessor and Multisensor Low-Power Electronic Systems (en)
Развој и моделовање енергетски ефикасних, адаптабилних, вишепроцесорских и вишесензорских електронских система мале снаге (sr)
Razvoj i modelovanje energetski efikasnih, adaptabilnih, višeprocesorskih i višesenzorskih elektronskih sistema male snage (sr_RS)
Authors

Publications

Monitoring efekata toplote hidratacije betona

Stević, Zoran; Rajčić-Vujasinović, Mirjana; Savić, Aleksandar R.; Martinović, Sanja; Vlahović, Milica; Radovanović, Ilija; Volkov Husovic, Tatjana

(University of East Sarajevo, Faculty of Electrical Engineering, 2018)

TY  - CONF
AU  - Stević, Zoran
AU  - Rajčić-Vujasinović, Mirjana
AU  - Savić, Aleksandar R.
AU  - Martinović, Sanja
AU  - Vlahović, Milica
AU  - Radovanović, Ilija
AU  - Volkov Husovic, Tatjana
PY  - 2018
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/2020
AB  - U ovom radu su praćeni efekti toplote hidratacije različitih betona upotrebom termovizijske kamere i termodavača priključenih na osmokanalni sistem za monitoring temperature na bazi PC i LabVIEW paketa, razvijen za potrebe ovog istraživanja. Temperatura ambijenta (laboratorije) beležena je i memorisana pomoću posebnog digitalnog instrumenta. Praćenje temperature svežeg betona je trajalo 24h. Vršena su poređenja temperatura površine izmerenih termodavačima i
termovizijskom kamerom. Na osnovu toga uspostavljene su korelaciju koje bi mogle dovesti do pojednostavljenja daljih ispitivanja, posebno masovnih.
PB  - University of East Sarajevo, Faculty of Electrical Engineering
C3  - 17th International Symposium INFOTEH-JAHORINA
T1  - Monitoring efekata toplote hidratacije betona
UR  - https://hdl.handle.net/21.15107/rcub_grafar_2020
ER  - 
@conference{
author = "Stević, Zoran and Rajčić-Vujasinović, Mirjana and Savić, Aleksandar R. and Martinović, Sanja and Vlahović, Milica and Radovanović, Ilija and Volkov Husovic, Tatjana",
year = "2018",
abstract = "U ovom radu su praćeni efekti toplote hidratacije različitih betona upotrebom termovizijske kamere i termodavača priključenih na osmokanalni sistem za monitoring temperature na bazi PC i LabVIEW paketa, razvijen za potrebe ovog istraživanja. Temperatura ambijenta (laboratorije) beležena je i memorisana pomoću posebnog digitalnog instrumenta. Praćenje temperature svežeg betona je trajalo 24h. Vršena su poređenja temperatura površine izmerenih termodavačima i
termovizijskom kamerom. Na osnovu toga uspostavljene su korelaciju koje bi mogle dovesti do pojednostavljenja daljih ispitivanja, posebno masovnih.",
publisher = "University of East Sarajevo, Faculty of Electrical Engineering",
journal = "17th International Symposium INFOTEH-JAHORINA",
title = "Monitoring efekata toplote hidratacije betona",
url = "https://hdl.handle.net/21.15107/rcub_grafar_2020"
}
Stević, Z., Rajčić-Vujasinović, M., Savić, A. R., Martinović, S., Vlahović, M., Radovanović, I.,& Volkov Husovic, T.. (2018). Monitoring efekata toplote hidratacije betona. in 17th International Symposium INFOTEH-JAHORINA
University of East Sarajevo, Faculty of Electrical Engineering..
https://hdl.handle.net/21.15107/rcub_grafar_2020
Stević Z, Rajčić-Vujasinović M, Savić AR, Martinović S, Vlahović M, Radovanović I, Volkov Husovic T. Monitoring efekata toplote hidratacije betona. in 17th International Symposium INFOTEH-JAHORINA. 2018;.
https://hdl.handle.net/21.15107/rcub_grafar_2020 .
Stević, Zoran, Rajčić-Vujasinović, Mirjana, Savić, Aleksandar R., Martinović, Sanja, Vlahović, Milica, Radovanović, Ilija, Volkov Husovic, Tatjana, "Monitoring efekata toplote hidratacije betona" in 17th International Symposium INFOTEH-JAHORINA (2018),
https://hdl.handle.net/21.15107/rcub_grafar_2020 .

Project Level Pavement Management Optimization Procedure Combining Optimal Control Theory and HDM-4 Models

Ćirilović, Jelena; Mladenović, Goran; Queiroz, Cesar

(Institut Francais des Sciences et Technologies des Transports, de l'Aménagement et des Réseaux (IFSTTAR),, 2014)

TY  - CONF
AU  - Ćirilović, Jelena
AU  - Mladenović, Goran
AU  - Queiroz, Cesar
PY  - 2014
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/1253
AB  - The paper presents an optimal control theory-based procedure for finding the optimal timing and intensity of pavement maintenance treatments, which was adjusted based on the models for pavement deterioration and road user costs from the HDM-4 and RUCKS models. The model for improvement in pavement condition after a maintenance treatment was calibrated according to Patersons bilinear model. The closed-form solution is then compared to the solution obtained by using genetic algorithms (GAs). In both methodologies special attention was given to the quality of the optimal solution in terms of evaluating: (i) the time between the maintenance treatments; (ii) minimal/maximal thicknesses of overlays calculated in the optimal maintenance plan; and (iii) parameters defining pavement condition before and after the maintenance treatment. The comparison between the two methodologies allowed analyzing limitations in each one of them and led to improvements in the optimal solution.
PB  - Institut Francais des Sciences et Technologies des Transports, de l'Aménagement et des Réseaux (IFSTTAR),
C3  - Transport Research Arena (TRA) 2014 Proceedings
T1  - Project Level Pavement Management Optimization Procedure Combining Optimal Control Theory and HDM-4 Models
UR  - https://hdl.handle.net/21.15107/rcub_grafar_1253
ER  - 
@conference{
author = "Ćirilović, Jelena and Mladenović, Goran and Queiroz, Cesar",
year = "2014",
abstract = "The paper presents an optimal control theory-based procedure for finding the optimal timing and intensity of pavement maintenance treatments, which was adjusted based on the models for pavement deterioration and road user costs from the HDM-4 and RUCKS models. The model for improvement in pavement condition after a maintenance treatment was calibrated according to Patersons bilinear model. The closed-form solution is then compared to the solution obtained by using genetic algorithms (GAs). In both methodologies special attention was given to the quality of the optimal solution in terms of evaluating: (i) the time between the maintenance treatments; (ii) minimal/maximal thicknesses of overlays calculated in the optimal maintenance plan; and (iii) parameters defining pavement condition before and after the maintenance treatment. The comparison between the two methodologies allowed analyzing limitations in each one of them and led to improvements in the optimal solution.",
publisher = "Institut Francais des Sciences et Technologies des Transports, de l'Aménagement et des Réseaux (IFSTTAR),",
journal = "Transport Research Arena (TRA) 2014 Proceedings",
title = "Project Level Pavement Management Optimization Procedure Combining Optimal Control Theory and HDM-4 Models",
url = "https://hdl.handle.net/21.15107/rcub_grafar_1253"
}
Ćirilović, J., Mladenović, G.,& Queiroz, C.. (2014). Project Level Pavement Management Optimization Procedure Combining Optimal Control Theory and HDM-4 Models. in Transport Research Arena (TRA) 2014 Proceedings
Institut Francais des Sciences et Technologies des Transports, de l'Aménagement et des Réseaux (IFSTTAR),..
https://hdl.handle.net/21.15107/rcub_grafar_1253
Ćirilović J, Mladenović G, Queiroz C. Project Level Pavement Management Optimization Procedure Combining Optimal Control Theory and HDM-4 Models. in Transport Research Arena (TRA) 2014 Proceedings. 2014;.
https://hdl.handle.net/21.15107/rcub_grafar_1253 .
Ćirilović, Jelena, Mladenović, Goran, Queiroz, Cesar, "Project Level Pavement Management Optimization Procedure Combining Optimal Control Theory and HDM-4 Models" in Transport Research Arena (TRA) 2014 Proceedings (2014),
https://hdl.handle.net/21.15107/rcub_grafar_1253 .