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Приказ резултата 11-20 од 25
Redistribution effects in linear elastic analyses of continuous composite steel-concrete beams according to Eurocode 4 / Redistribucija uticaja u linearno elastičnoj analizi spregnutih kontinualnih nosača od čelika i betona prema Evrokodu 4
(Univerzitet u Nišu, Niš, 2011)
Different analytical methods, with different levels of approximations and accuracy, are available for analysis of continuous composite steel-concrete beams. The Eurocode 4 recommends few simple methods for calculation of ...
Sustainable development of cities: Effects of traffic induced vibration on humans
(Univerzitet u Nišu - Građevinsko-arhitektonski fakultet, Niš, 2011)
Traffic induced vibrations can hardly cause the damages of buildings but can caused the disturbances and annoying affects of their occupants. This phenomenon has been the object of investigations in many countries due to ...
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 ...
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 ...
Application of Integral Transform Method to Calculate Impedance Functions
(Third Serbian (28th Yu) Congress on Theoretical and Applied Mechanics, 2011)
To solve vibration problems of structure founded on the soil, the dynamic
behavior of the soil needs to be understood and an accurate dynamic stiffness model of the
soil has to be developed. Frequency dependent dynamic ...
Geotechnical causes of damages for the Parliament building in Belgrade / Geotehnički uzroci oštećenja Doma Narodne skupštine u Beogradu
(Društvo za ispitivanje i istraživanje materijala i konstrukcija Srbije, Beograd, 2011)
The Parliament building of the Republic of Serbia is one of the biggest and most beautiful cultural monuments in Serbia from the first half of 20th century. Right now, there are numerous structural damages over the building. ...
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 ...
Large deflection analysis of laminated composite plates using layerwise displacement model
(Structural Engineering and Mechanics, 2011)
In this paper the geometrically nonlinear continuum plate finite element model, hitherto not reported in the literature, is developed using the total Lagrange formulation. With the layerwise displacement field of Reddy, ...
Cyclic Plasticity with an Application to Extremly Low Cycle Fatigue of Structural Steel
(Recent Advances in Mechanics, 2011)
In the present paper the Preisach model of hysteresis is applied to model cyclic behavior of elasto-plastic material. The problem of axial loading of rectangular cross section will be studied in details. Hysteretic stress ...
Redistribution of internal forces in composite concrete girders made continuous vs. time / Preraspodela uticaja kod naknadno kontinuiranih spregnutih armiranobetonskih nosača tokom vremena
(Univerzitet u Nišu, Niš, 2011)
Research on the long-term behavior of composite concrete girders made continuous is presented in the paper. Concrete precast element is cracked under construction load. Creep and differential shrinkage of precast and in-situ ...