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Methodology for selection of land consolidation areas / Metodologija za odabir komasacionih područja
(Savez inženjera i tehničara Srbije, Beograd, 2019)
Land consolidation represents the most comprehensive proven instrument of development of agriculture and rural regions. Land consolidation in Serbia has a long tradition, over 1,700,000 hectares of agricultural land has ...
Corrosion of an archaeological find from the Roman period in Serbia / Korozija arheoloških eksponata iz rimskog perioda u Srbiji
(Inženjersko društvo za koroziju, Beograd, 2012)
The degree of preservation of iron artifacts depends on the type of underground environment and the type of corrosion products formed on their surface. This paper analyses the conditions of an archaeological find made of ...
Investigation of the behavior of the cable-stayed bridge under test load
(University of Zagreb, Faculty of Science, Department of Geophysics, Andrija Mohorovičić Geophysical Institute, 2011)
A field load testing is an effective method for understanding the behavior and fundamental characteristics of cable-stayed bridges. This paper presents results of the behavior of the reconstructed cable-stayed bridge over ...
Machine Learning Techniques for Modelling Short Term Land-Use Change
(MDPI AG, 2017)
The representation of land use change (LUC) is often achieved by using data-driven methods that include machine learning (ML) techniques. The main objectives of this research study are to implement three ML techniques, ...
Fiber reinforcement mortars and concretes: The possibilities of improvement physical - mechanical properties / Mikroarmirani malteri i betoni - mogućnost poboljšanja fizičko-mehaničkih svojstava
(Društvo za ispitivanje i istraživanje materijala i konstrukcija Srbije, Beograd, 2006)
Basic properties of fiber reinforcement mortar and concrete type composites have been represented in the paper. The results of authors' own laboratory testing of two concrete types as well as two mortar types are shown. ...
Одређивање отпорности на замор асфалтних узорака ојачаних геомрежом применом методе савијања гредица у четири тачке / Determining of the fatigue resistance of a grid-reinforced asphalt concrete by using four point bending beam test
(Srpsko društvo za puteve VIA VITASerbian society for roads VIA VITA, 2018)
Флексибилне коловозне конструкције су подложне појави пукотина услед замора и термичких утицаја, а значајан проблем представља и појава рефлектованих пукотина код полукрутих коловозних конструкција или код крутих које су ...
The methodology of analysis regarding the results of interlaboratory testing / Metodologija analize rezultata međulaboratorijskih ispitivanja
(Srpsko društvo za puteve VIA-VITA, Beograd, 2009)
The paper presents the analysis of results of inter-laboratory proficiency tests performed in accordance with standard ISO 5725. The methodology for evaluation of each individual laboratory through definition of critical ...
Paper strips driven design: Application on doubly curved surfaces / Dizajniranje papirnim trakama - primena na dvostruko zakrivljenim površima
(Univerzitet u Beogradu - Mašinski fakultet, Beograd, 2017)
In this paper, we address the challenge of overcoming the problem of developing doubly curved surfaces in product design. Product design uses two kinds of surfaces, developable surfaces and non-developable surfaces, which ...
Construction technology and quality control of works on Atlas Capital Center / Tehnologija građenja i kontrola kvaliteta radova na primjeru objekta Atlas Capital Center
(Univerzitet u Beogradu - Fakultet organizacionih nauka, Beograd, 2012)
With the arrival of foreign investors in Montenegro, a need for application of FIDIC international conditions of contracts emerged. These conditions define in detail the rights and obligations of the contractual parties ...
Scale modeling of the Bouzina Dam flood mitigation structures
(Serbian Water Pollution Control Society, Belgrade, 2014)
The design of the RCC (roller-compacted concrete) Bouzina Dam (Batna Province, Algeria) was verified using a scale model. The length scale of the physical model was 1:40 and the hydraulic parameters were scaled applying ...