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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 ...
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 ...
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. ...
Investigation of the behavior of the cable-stayed bridge under test load
(University of Zagreb, Faculty of Science, Department of Geophysics, Andrija Mohorovičić Geophysical Institute, 2011)
A field load testing is an effective method for understanding the behavior and fundamental characteristics of cable-stayed bridges. This paper presents results of the behavior of the reconstructed cable-stayed bridge over ...
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 ...
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 ...
Constructive geometry education by contemporary technologies / Geometrije konstrukcija putem savremenih tehnologija
(Univerzitet u Beogradu - Arhitektonski fakultet, Beograd i Centar za etiku, pravo i primenjenu filozofiju, Beograd, 2011)
Contemporary technological development (CAD/CAM/CAE, VR, AR, MR) made conventional methods of Descriptive and Constructive Geometry uncompleted. Application and use of new technologies in Constructive geometry requires ...
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 ...
Nonlinear Analysis of Laminated Composite Plates
(Faculty of Civil Engineering and Architecture, University of Niš, 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 ...
Analysis of composite steel and concrete columns / Proračun spregnutih stubova od čelika i betona
(Društvo za ispitivanje i istraživanje materijala i konstrukcija Srbije, Beograd, 2011)
The paper deals with the design of composite steelconcrete columns according to Eurocode 4. The simplified design method and limitations for its use are explained in details. A column is analysed as an individual member, ...