Претраживање
Приказ резултата 11-20 од 20
Static inelastic analysis of steel frames with flexible connections / Statička nelinearna analiza čeličnih ramova sa fleksibilnim vezama
(Srpsko društvo za mehaniku, Beograd, 2004)
The effects of connection flexibility and material yielding on the behavior of plane steel frames subjected to static (monotonic) loads are presented in this paper. Two types of material nonlinearities are considered: ...
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 ...
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 ...
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 ...
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 ...
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 ...
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 ...
Analiza okvira sa polukrutim vezama pri dejstvu zemljotresa
(Zbornik radova Građevinskog fakulteta u Subotici, 2006)
U ovom radu prikazano je ponašanje čeličnih okvira sa fleksibilnim vezama pri
dejstvu zemljotresa. Pored nelinearnog ponašanja čvornih veza i geometrijske
nelinearnosti strukture, razmatra se i pojava tečenja materijala. ...
Moguće uštede primenom energetski efikasnih građevinskih materijala za omotače potkrovlјa
(Savez energetičara, 2008)
Zbog nedostatka stanova, zahvaljujući zakonskim rešenjima koja su to omogućavala, mnogi podstanari su svoje stambeno pitanje rešavali adaptacijom tavanskih prostora, ili nadziđivanjem postojećih zgrada. Nadziđivanja od ...