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On Wheeler's delayed-choice Gedankenexperiment and its laboratory realization
(Physica Scripta, 2011)
We present an analysis and interpretation of the experiment performed by Jacques et al (2007 Science 315 966), which represents a realization of Wheeler's delayed-choice Gedankenexperiment. Our analysis is based on the ...
Modelling behaviour of bridge pylon for test load using regression analysis with linear and non-linear process / Modeliranje ponašanja pilona mosta na probno opterećenje primjenom regresijske analize kao linearan i nelinearan proces
(Geodetski list, 2011)
This paper presents the procedure for dynamic system identification regarding behaviour of bridge pylon for test load, and the numeric example had been illustrated by examination of "Sloboda" bridge in Novi Sad. Since pylon ...
Terrain Surface Modeling Using Triangular Spline Patches
(University of Belgrade - Faculty of Civil Engineering, 2011)
Algorithms and software for digital terrain modeling using TIN based surface model are presented in the paper. Processing of all types of terrain surface data are supported: mass points, local extrema, contours, breaklines, ...
Contribution to analysis of composite steel and concrete columns / Prilog proračunu spregnutih stubova od čelika i betona
(Društvo za ispitivanje i istraživanje materijala i konstrukcija Srbije, Beograd, 2011)
In the paper, design of composite steel-concrete column according to Eurocode 4 is illustrated on detailed numerical example. The theoretical foundations of the Eurocode 4 design procedure is explained before, in the paper ...
Geometrically nonlinear analysis of laminated composite plates using a layer wise displacement model / Gemetrijski nelinearna analiza laminiranih kompozitnih ploča korišćenjem slojevitog modela pomeranja
(Univerzitet u Kragujevcu - Fakultet inženjerskih nauka, Kragujevac, 2011)
In this paper the geometrically nonlinear laminated finite element model is developed using the principle of virtual displacements (PVD). The 3D elasticity equations are reduced to 2D problem using kinematical assumptions ...
Geometric correlation of cultural landscape patterns and Prunus domestica L. species leaf / Geometrijska korelacija obrazaca kulturnog predela i lista vrste Prunus domestica L.
(Univerzitet u Beogradu - Šumarski fakultet, Beograd, 2011)
This paper provides the basics for more detailed research on the structures of bionic forms of different plant species and their application in the domain of landscape planning. The aim of this type of research is to expand ...
Testing of reservoir capacity and sedimentation of Piva lake
(Dam Maintenance and Rehabilitation II - Proceedings of the 2nd International Congress on Dam Mainten, 2011)
This paper presents the methodology of bathymetric survey made in extremely harsh field conditions such as Piva Lake and Mratinje dam, by using a combination of satellite and terrestrial surveying methods. The modern ...
On computational aspects of data processing of geodetic networks with large number of unknown parameters / O računskim aspektima obrade podataka geodetskih mreža s velikim brojem nepoznatih parametara
(Geodetski list, 2011)
Some special characteristics of linear systems of equations, which arise from geodetic network adjustment, optimization and pre-analysis, are outlined in this paper. Advantages and disadvantages of several methods for ...
Geodetic infrastructure of Serbia
(University of Belgrade - Faculty of Civil Engineering, 2011)
Geodetic reference systems and their realization at the territory of Serbia have been created and maintained since the end of 19th century. Until mid-80s a series of reference geodetic networks were established: ...
Analyses of shear connection behavior in steel and concrete composite beam for buildings / Analiza ponašanja podužnog smičućeg spoja kod spregnutih nosača od čelika i betona u zgradarstvu
(Savez građevinskih inženjera Srbije, Beograd, 2011)
Bending resistance and characteristics of steel and concrete composite beam directly depend from the bearing capacity and characteristics of longitudinal shear connection between concrete slabs and steel beam. Connection ...