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Innovative system for seismic resistant masonry infills in reinforced concrete frame structures
(Универзитет у Београду, Грађевински факултет, 2018)
Reinforced concrete (RC) structures with masonry infill walls constitute a significant portion of buildings, since their use is common in many countries due to the good performances of infills with respect to, temperature, ...
Energy efficiency of buildings in Serbia: State-of-the-art and perspectives / Energetska efikasnost zgrada u Srbiji - stanje i perspektive
(Univerzitet u Beogradu - Institut za nuklearne nauke Vinča, Beograd i Društvo termičara Srbije, Beograd, 2010)
In the present paper, state of the art of Energy Efficiency of buildings (residential, business, industrial) in Serbia is given. Special attention will be paid to energy efficiency of already existing or new buildings. ...
Seismic design of masonry structures based on Eurocode 8 / Seizmički proračun zidanih zgrada prema Evrokodu 8
(Udruženje inženjera građevinarstva, geotehnike, arhitekture i urbanista "Izgradnja", Beograd, 2013)
Seismic design of masonry buildings is a very common task of civil engineers in their daily practice. It is very important for structures in seismic areas bearing in mind that the brick buildings typically have a much lower ...
Transient Response of Cross-Ply Laminated Composite Plates
(Faculty of Civil Engineering and Architecture (Niš), 2012)
This paper describes the transient response of cross-ply laminated composite plates. Possibility of achieving the transient response of cross-ply composites by the use of Reddy’s generalized laminated plate theory (GLPT) ...
Application of the tangent modulus theory to the elasto-plastic stability analysis of the frames
(Univerzitet Crne Gore, Građevinski fakultet, Podgorica, 2014)
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 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, ...
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 ...