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Comparative seismic analysis of RC buildings under influence of soil-structure interaction
(Savez građevinskih inženjera Srbije, Beograd, 2014)
In this paper the effects of soil-structure interaction (SSI) on reinforced concrete (RC) buildings are analyzed. The dynamic analysis was carried out for two buildings of different heights, founded on three different types ...
Nastanak i dejstvo vibracija od saobraćaja na objekte i ljude
(Građevinski fakultet Univerziteta u Beogradu, 2017)
Discrete Kirchof theory of thin shells based on triangular finite element, II / Diskretna Kirchofljeva teorija tankih elastičnih ljuski izvedena iz trougaonog konačnog elementa, II
(Udruženje inženjera građevinarstva, geotehnike, arhitekture i urbanista "Izgradnja", Beograd, 2002)
Assuming convected coordinate frame, a three node triangular shell element which uses a discrete Kirchof bending formulation is presented. The tangential components and transverse displacement are approximated by complete ...
Uticaj lokalnih uslova na oscilacije tla pri seizmičkoj pobudi
(Savez građevinskih inženjera Srbije, Beograd, 2014)
Model generalisane plastičnosti kod nelinearne analize prostornih okvirnih konstrukcija / Generalized plasticity model for nonlinear space frame analysis
(Универзитет у Београду, Грађевински факултет, 2013)
Predmet disertacije je efikasna nelinearna analiza okvirnih konstrukcijagrednim konačnim elementima sa težištem na modeliranju materijalnihnelinearnosti. Geometrijska nelinearnost se uzima u obzir poznatim metodama.U tezi ...
Experimental investigation of wind load on low-rise industrial building
(Faculty of Civil Engineering Subotica, 2019)
Aim of this paper is to investigate wind pressure distribution on low-rise industrial
building based on the results from atmospheric boundary layer wind tunnel experiments.
Building model is a hanger with a tilted roof ...
Vertical Response of Adjacent Foundations on Layered Soil by ITM / Vertikalni odgovor grupe temelja na slojevitom tlu primenom ITM
(Građevinski fakultet Subotica, Subotica, 2016)
In this paper the dynamic interaction of two rigid massless foundations resting on the finite depth soil medium layer. The vertical response of a loaded and unloaded foundation of a layer over a bedrock is calculated by ...
Nonlinear analysis of composite plates using layerwise finite element
(Mathematical Institute of the Serbian Academy of Sciences and Arts National Institute of the Republic of Serbia, 2019)
A model for the analysis of elasto-plastic buckling of compressed columns
(8th International Congress of Serbian Society of Mechanics Kragujevac, Serbia, June 28-30, 2021, 224-231-, 2021)
Modern structures often use new technology materials as special high-strength steels. This is
one of the reasons why cross-sections of structural members are smaller and structures are lighter
than those built fifty years ...
Application of digital graphic tools and contactless measuring instruments in 3D scene reconstruction
(Centralni institut za konzervacijuNaučno društvo za razvoj i afirmaciju novih tehnologija, 2017)
Innovative technologies often join their methodologies, instruments and techniques in solving various types of sophisticated problems in the area of architectural cultural heritage. Beside precise photogrammetric and laser ...