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PreviewIssue DateTitleAuthor(s)
2007 Zbornik Tuzla.pdf.jpg2007Savremene metode utvrđivanja geotehničkih uslova temeljenja i proračuna temeljnih konstrukcija novoizgrađenih mostova na području grada NišaProlović, Verka; Zlatanović, Elefterija; Despotovic, Iva; Ristic, Nenad; Spasić, Saša; Marković, Bojan
THE APPROXIMATION OF THE EQUATION FOR BENDING STIFFNESS OF TRUSS CONSTRUCTION.pdf.jpg2005THE APPROXIMATION OF THE EQUATION FOR BENDING STIFFNESS OF TRUSS CONSTRUCTIONGašić, Milomir; Savković, Mile; Marković, Goran; Zdravković, Nebojša B.; Gašić, Milomir; Lukić, Ljubomir
Paper - Dragan Petrovic, Milan Bizic.pdf.jpg2019Dynamic testing of car wagons DdamPetrović, Dragan; Bižić, Milan
1.pdf.jpg2023EXPERIMENTAL ANALYSIS OF THE BEHAVIOR OF CAPPING BEAMS ACROSS THE PILES IN LOOSE SANDBralović N.; Despotovic, Iva; Kukaras, Danijel
2024Quantized iterative learning control of communication-constrained systems with encoding and decoding mechanismTao, Yujuan; Tao, Hongfeng; Zhuang, Zhihe; Stojanović, Vladimir; Paszke, Wojciech
PaperMissing.pdf.jpg2016Identification of time-varying OE models in presence of non-Gaussian noise: Application to pneumatic servo drivesStojanović, Vladimir; Nedić, Novak
STR2019_stojanovic.pdf.jpg2019Robust identification for fault detection and diagnosis of hydraulic servo cylinderStojanović, Vladimir; Pršić, Dragan
DESIGN OPTIMIZATION OF THE RECTANGULAR BOX SECTION OF THE DOUBLE BEAM BRIDGE CRANE USING MATLAB OPTIMIZATION TOOLBOX.pdf.jpg2017DESIGN OPTIMIZATION OF THE RECTANGULAR BOX SECTION OF THE DOUBLE BEAM BRIDGE CRANE USING MATLAB OPTIMIZATION TOOLBOXPavlovic, Goran; Savković, Mile; Zdravković, Nebojša B.; Kvrgić, Vladimir; Ž. Mitrović, Stefan; Gašić, Milomir
2008 DIMK Divčibare-2 rada.pdf.jpg2008Metode ispitivanja SCC betona prema standardu EFCA (Evropske asocijacije za beton)Grdic, Zoran; Despotovic, Iva; Topličić-Ćurčić G.
2011_HM - Minić D. et al..pdf.jpg2011Thermodynamic calculation of the Bi-In-Sb phase diagramMinić, Duško; Kolarevic, Milan; Premovic, Milena; Marković, Miljana; Nedić, Novak

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