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Numerička analiza mehanizama loma zidane ispune kod AB ramova
(Savez građevinskih inženjera Srbije, Beograd, 2016)
Numerical test of Damage detection using Tabu search method / Numerički eksperiment detekcije oštećenja primenom tabu search metode
(Društvo građevinskih konstruktera Srbije, Beograd, 2014)
The study presents the procedure of simulation of damage detection of simply supported steel beam using Tabu search optimization method. Numerical computation carried out in ANSYS finite element analysis software. Damage ...
Free vibration analysis of plate assemblies using dynamic stiffness method
(Springer International Publishing, Cham, 2015)
In this paper, the Dynamics Stiffness Method, which yields “exact” results for a certain class of plate structures, is applied to analyze free vibration of rectangular plates perpendicularly assembled. In order to obtain ...
Augmented reality application in engineering students spatial abilities assessment
(Scientific Association for Development and Affirmation of New Technologies, Sopot, 2017)
Expanding technology, augmented reality (AR), where the customer/user can obtain various information about 3D digital model of an object in real time virtual presentation, has a wide range of applications. One of the fields ...
Modelling of masonry infill using a commercial computer software / Modeliranje zidane ispune primenom komercijalnog računarskog programa
(Univerzitet u Banjaluci, Arhitektonsko-građevinsko-geodetski fakultet, Banja Luka, 2014)
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) ...
Beam theory in spline parametric cooridinate. Part I / Teorija štapa u spline parametarskoj koordinati – deo I
(Građevinski fakultet, Subotica, 2014)
For defining geometry and displacement of arbitrary curved beam in Euclidean E3 space, using simple and rational basis spline, Bernoulli-Euler beam finite element is defined. Because geometry of line structures is exactly ...
Elastic critical load of the web of I-girders subjected to patch loading
(Zbornik radova sa nacionalnog kongresa DGKS / Društvо građevinskih konstruktera Srbije, 13-15.maj 2021, Aranđelovac, 2021, 473-482, 2021)
The paper considers the elastic critical (buckling) load of steel I-girders subjected to patch loading in the plane of the web. The analysis of the influence of the load length and thickness of the flange on the elastic ...
Effect of Base Isolation on Seismic Response of Multi-story buildings - A Case Study
(Univerzitet Crne Gore, Građevinski fakultet, Podgorica, 2014)
Elastoplastic analysis of frame structures subjected to cyclic loading
(Serbian Society of Mechanics ; Faculty of Mechanical Engineering, University of Belgrade,Belgrade, Belgrade, 2017)