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Hysteretic behavior modeling of elastoplastic materials / Modeliranje histerezisnog ponašanja elastoplastičnih materijala
(Srpsko društvo za mehaniku, Beograd, 2008)
In the present paper the Preisach model of hysteresis is applied to model cyclic behavior of elasto-plastic material. Rate of loading and viscous effects will not be considered. The problem of axial loading of rectangular ...
Finite Element Model for the Static Analysis of Laminated Composite and Sandwich Plates
(Serbian Society of Mechanics, Belgrade, 2007, 2007)
Finite element model for the static analysis of laminated composite and sandwich plates, based on Generalized Laminate Plate Theory (GLPT) is presented in this paper. Within each layer, the theory assumes piece-wise variation ...
Analytical solution for multilayer plates using general layerwise plate theory / Analitičko rešenje višeslojnih ploča zasnovano na opštoj laminatnoj teoriji ploča
(Univerzitet u Nišu, Niš, 2005)
This paper deals with closed-form solution for static analysis of simply supported composite plate, based on generalized laminate plate theory (GLPT). The mathematical model assumes piece-wise linear variation of in-plane ...
Timoshenko's beam element / Timošenkov gredni element
(Univerzitet u Novom Sadu - Građevinski fakultet, Subotica, 2007)
Two-dimesional beam finite element based on Timoshenko 's beam theory is presented. Using hierarchycall approach, bending and shear stiffness matrices with linear and constant shear drformation acros the knght of the beam ...
Analiza i kontrola ponašanja čeličnih ramova pri dejstvu zemljotresa / Analysis and Response Control of Steel Frames Subjected to Earthquakes
(2000)
The subject of the thesis is seismic analysis of steel plane frames with nonlinear semi
rigid and eccentric beam-to-column connections. A numerical model that includes both
nonlinear connection behaviour and geometric ...
New seismic design approach of building structures / Savremeni pristup projektovanju aseizmičkih građevinskih objekata
(Univerzitet u Novom Sadu - Građevinski fakultet, Subotica, 2005)
In recent years, structural control for seismic loads is rapidly expanding principle, which substituted conventional principle based on ductile (yielding) response. Structural control fulfills the new requirement of permanent ...
A closed form solution using a generalized laminate plate theory / Analitičko rešenje opšte laminatne teorije kompozitnih ploča
(Univerzitet u Novom Sadu - Građevinski fakultet, Subotica, 2005)
In this paper, analytical solutions for static analysis of simply supported composite plates, based on generalized laminate plate theory (GLPT) are presented. The theory accounts for transverse shear deformation and layer ...
Konkavna kupola nad hendekagonalnom osnovom
(Niš: Faculty of Architecture and Civil Engineering in Niš; Serbian Society for Geometry and Graphics (SUGIG), 2008)
Predmet istraživanja je konstruktivno geometrijska geneza novih geometrijskih tela, kupola sa konkavnim poliedarskim površima, koje bi korišćenjem pravilnih n-tougaonika u svojoj mreži, obrazovale zatvorene prostorne celine. ...
Аnalysis of Composite Construction of the Access Bridge Parts over the Danube by Beska, Serbia
(MASE, 2003)
In the conception design of the bridge over the Danube by Beska, which presents the purchased work at the international competition, besides the main bridge part over the river, the access bridge parts over the river ...
Nelinearna analiza stabilnosti okvirnih nosača
(Univerzitet u Nišu - Građevinsko-arhitektonski fakultet, Niš, 2009)
The research related to work on my doctoral thesis is presented in this paper. The basic subject of proposed PhD research is related to the numerical simulation of elastic and non-elastic stability analysis of frame ...