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Experimental and Numerical analysis of RC Frames with decoupled masonry infills
(COMPDYN 2019 - 7th ECCOMAS Thematic Conference on Computational Methods in Structural Dynamics and Earthquake Engineering, 2019)
Masonry infill walls are commonly used in reinforced concrete (RC) frame structures, also in seismically active areas, although they often experience serious damage during earthquakes. One of the main reasons for their ...
Shear deformable dynamic stiffness elements for free vibration analysis of rectangular isotropic multilayer plates with arbitrary boundary conditions / Granična čvrstoća pritisnutih podužno ukrućenih pločastih nosača
(Građevinski fakultet Subotica, Subotica, 2016)
In this paper, two shear deformable dynamic stiffness elements for the free vibration analysis of rectangular, transversely isotropic, single- and multi-layer plates having arbitrary boundary conditions are presented. ...
IT Support for Descriptive Geometry Course for Engineering Students
(Singidunum University, Belgrade, Serbia, 2017)
Constant development of IT technologies and Descriptive Geometry (DG) course time limitation, put new balancing challenges in engineering education methodology. Wide range of supportive digital tools for knowledge transfer ...
Numerical test of damage detection using simulated annealing method / Numerički eksperiment detekcije oštećenja primenom simulated annealing metode
(Društvo građevinskih konstruktera Srbije, Beograd, 2014)
In the paper, procedure of structural damage detection with application to a simple supported steel beam model, is presented. Simulated Annealing optimization technique is used to determine damaged element by numerical ...
Von Karman Nonlinear Theory of Composite Plates
(Serbian Society of Mechanics, Belgrade, 2011)
The von Karman plate theory is used to analyze geometrically nonlinear small strain, large deflection response of composite laminated plates. The 3D elasticity equations are reduced to 2D problem using kinematical assumptions ...
Ultimate Load of Rectangular Plate / Granično opterećenje pravougaone ploče
(Građevinski fakultet, Subotica, 2015)
Calculation of cross section forces reinforced concrete slab, in practice often is done according to the Theory of elasticity(ТЕ). In cases where the dimensioning section should be done according to the theory of critical ...
Seismic Assessment of RC Buildings using N2 Method
(Savez građevinskih inženjera Srbije, Beograd, 2018)
This paper presents the results of a comparative analysis of the behavior of a eight-storey RC building of type: (1) spatial frame and (2) spatial frame with shear walls, according to EN1998-1, using N2 method. The analysis ...
Pressure field analyses of a low-rise building model surrounded by neighbouring buildings in urban areas
(Serbian Society of Mechanics, 2019)
In this paper, pressure field over the roof of low-rise building model has been investigating using numerical simulations. The model is surrounded by four neighboring buildings of the same geometry as the principle one. ...
Steel frames with klirit or glass infill subjected to cyclic loading / Čelični okviri sa ispunom od klirita ili stakla pod ciklkičnim opterećenjem
(Građevinski fakultet, Subotica, 2016)
Glass facade is traditionally considered as non structural element in buildings subjected to earthquake loading. Severe earthquake damage of windows glass panels initiated the research in this area in two directions. The ...
Comparison of different methods for viscoelastic analysis of composite beams
(Serbian Society of Mechanics, 2019)
The paper presents and compares four methods for visco-elastic analysis of steel-concrete composite beams. The method denoted as "exact" is based on the use of linear integro-differential operators and besides inevitable ...