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Cadastre Reforms in Serbia Comparing to Document Cadastre 2014
(Proceedengs of Papers, 1 st Serbian Geodetic Congress, International Scientific Conference, 1-3. December, 2011, 2011)
Impact of New Technologies for Spatial Data Acquisition and Management on Land Consolidations in Serbia
(INTERNATIONAL SCIENTIFIC CONFERENCE AND XXIV MEETING OF SERBIAN SURVEYORS ″″″″PROFESSIONAL PRACTICE AND EDUCATION IN GEODESY AND RELATED FIELDS″″″″ 24-26, June 2011, Kladovo - ,,Djerdap“ upon Danube, Serbia, 2011)
Significant innovations and improvements in the technologies for spatial data acquisition and management data
have emerged in the last few decades. Introduction of GPS and the technology of GIS and digital photogrammetry ...
Geometrically Nonlinear Analysis of Composite Plates Using Layerwise Displacement Model
(Faculty of Engineering, University of Porto, Portugal, 2011)
The low mass density and the high tensile strength, usually expressed through the specific modulus of elasticity and the specific strength, have made composite materials lighter and stronger compared with most traditional ...
Određivanje modula smicanja tla pri malim deformacijama
(Zbornik radova 4. naučno-stručnog savetovanja „Geotehnički aspekti građevinarstva, 2011)
U radu su prikazane neke empirijske relacije za određivanje modula smicanja tla Gmax, pri malim
deformacijama, u funkciji od koeficijenta poroznosti, srednjeg glavnog efektivnog napona, indeksa plastičnosti i stepena ...
Long-term behavior of composite concrete girders made continuous
(MASE, 2011)
Time-dependent effects are significant for the design of range of concrete structures. Reliable data for creep and shrinkage properties of concrete and analytical procedures are needed to account for these effects. A number ...
Flow measurement at the short structures in hydraulic complex conditions: HE 'Djerdap 2' case study / Merenje protoka na kratkim objektima u hidraulički neregularnim uslovima na primeru HE 'Đerdap 2'
(Jugoslovensko društvo za odvodnjavanje i navodnjavanje, Beograd, 2011)
Hydraulic conditions at short structures in most cases prevents the existence of cross sections with parallel streamlines and fully developed turbulent flow profile. In such conditions the flow measurement is rather ...