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Приказ резултата 11-20 од 232
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) ...
Re-use of historic buildings and energy refurbishment analysis via building performance simulation a case study
(Univerzitet u Beogradu - Institut za nuklearne nauke Vinča, Beograd, 2018)
This paper analyses the possibility to apply energy refurbishment measures in restored historic buildings in order to ensure reuse. The objective of the paper is to provide an appropriate methodology for the structural ...
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 ...
Longitudinal shear of concrete slab in composite beam analysis according to EC4 / Proračun podužnog smicanja u betonskoj ploči spregnutog nosača prema EC4
(Univerzitet u Nišu - Građevinsko-arhitektonski fakultet, Niš, 2010)
In this paper, the analysis of longitudinal shear in concrete slab, according to Eurocode 4 (EN 1994-1-1:2004), is shown. The potential surfaces of shear failure in solid and composite slab are analyzed. For each potential ...
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)
Elastoplastic damage analysis of trusses subjected to cyclic loading / Elastoplastična analiza oštećenja rešetkastih nosača pri cikličnom opterećenju
(Univerzitet u Novom Sadu - Građevinski fakultet, Subotica, 2014)
In the present paper, implementation of Preisach model of hysteresis to elastoplastic analysis of trusses subjected to cyclic is shown. It is also shown that damage effects can be included in presented analysis by introducing ...
3D animation applications in descriptive geometry teaching
(Faculty of Civil Engineering and Architecture ; Serbian Society for Geometry and Graphics SUGIG, Niš ; Beograd, 2014)
The use of digital technology includes an interdisciplinary approach. The focus is on fusion of different media and genres into new forms of artistic expression as well as transcending the boundaries between art and ...
Nonlinear stability analysis of the frame structures / Nelinearna analiza stabilnosti okvirnih nosača
(Društvo za ispitivanje i istraživanje materijala i konstrukcija Srbije, Beograd, 2016)
In this paper the phenomenon of instability of frames in elasto-plastic domain was investigated. Numerical analysis was performed by the finite element method. Stiffness matrices were derived using the trigonometric shape ...
Lateral capacity and deformations of vertical piles loaded by horizontal forces / Bočna nosivost i pomeranja vertikalnih šipova opterećenih horizontalnim silama
(Društvo za ispitivanje i istraživanje materijala i konstrukcija Srbije, Beograd, 2018)
Pile foundations are frequently loaded by horizontal forces. In such cases, it is important to calculate lateral capacity of vertical piles. It is governed by the strength of the surrounding soil i.e. geotechnical capacity ...