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Приказ резултата 11-20 од 346
Effect of relative length of columns on nonlinear response of RC girder bridge
(Savez građevinskih inženjera Srbije, Beograd, 2014)
Plasting buckling of frame supports / Izvijanje okvirnih nosača u plastičnoj oblasti
(Univerzitet u Nišu - Građevinsko-arhitektonski fakultet, Niš, 2010)
This paper presents plastic buckling analysis of steel frames. Sway and non-sway frames were considered. It was shown that by applying the matrix analysis according to second order theory, critical load of the whole system ...
Thermal buckling of laminated composite plates using layerwise displacement model
(Elsevier Ltd, 2016)
In this paper thermal buckling of laminated composite plates, based on Layerwise Theory of Reddy and new version of Layerwise Theory of Reddy, presented for the first time, are formulated using the principle of virtual ...
Vibrations of Massless Flexible Strip on Visco-Elastic Half-Space
(7th International Congress of Serbian Society of Mechanics, 2019)
This paper deals with the analysis of the dynamic response of the flexible strip foundation resting on the surface of the soil. Plane strain steady state analysis is considered. The cross section of the foundation behaves ...
Thermal Analysis of Laminated Composite and Sandwich Plate Using Layerwise Finite Element / Termička analiza laminatnih kompozitnih i sendvič ploča primenom slojevitog konačnog elementa
(University of Montenegro, Faculty of Civil EngineeringUniverzitet Crne Gore, Građevinski fakultet, 2014)
In this paper the quasi static response of laminated composite and sandwich plates subjected to lineary varaying through the thickness and sinusoidall distributed in plane temperature field, is analyzed. Mathematical model, ...
Nelinearna termo-mehanicka analiza laminatnih kompozitnih ploca primenom slojevitih konačnih elemenata
(Beograd: Univerzitet u Beogradu, Građevinski fakultet ; Podgorica: Univerzitet Crne Gore, Građevinski fakultet, 2016)
Vertical Vibrations of 3D Structure Caused by Moving Load
(2012)
This paper presents a numerical study of the dynamic response of 3D structure subjected to a vertical moving load, including soil structure interaction. The dynamic system consists of two substructures, the soil and the ...
The possibilities of application of 3D digital models in cultural heritage objects' protection and revitalisation
(Serbian Society for Geometry and Graphics (SUGIG) ; Faculty of Civil Engineering, University ; Akademska misao, Belgrade, 2016)
Contemporary cultural heritage protection relies on precise technical documentation obtained by new technology accomplishments in the domain of 3D digital models. Both 3D models of the existing state of object and virtual ...
Bearing capacity and stability of elastically fixed cft slender columns
(Strojarski Facultet, 2017)
CFT columns are one of the basic structural elements in "top-down" construction method. Because of the large depth of excavation the question of stability of these columns raises. This paper presents a procedure for ...
Longitudinal shear of concrete slab in composite beam analysis according to EC4 / Proračun podužnog smicanja u betonskoj ploči spregnutog nosača prema EC4
(Univerzitet u Nišu - Građevinsko-arhitektonski fakultet, Niš, 2010)
In this paper, the analysis of longitudinal shear in concrete slab, according to Eurocode 4 (EN 1994-1-1:2004), is shown. The potential surfaces of shear failure in solid and composite slab are analyzed. For each potential ...