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Приказ резултата 1-10 од 59
Thermo-elastic stability of angle-ply laminates - application of layerwise finite elements
(Institut za ispitivanje materijala, Beograd, 2016)
In this paper thermal buckling analysis of angle-ply laminates is analysed using Generalized Layerwise Plate Theory (GLPT) of Reddy, /1/. The finite element solution is derived from the weak form of the problem. The nine-node ...
Frequency- and time-domain methods related to flutter instability problem / Metode analize flatera u frekventnom i vremenskom domenu
(Društvo za ispitivanje i istraživanje materijala i konstrukcija Srbije, Beograd, 2014)
Bridge flutter phenomenon presents an important criterion of instability, which should be considered in the bridge design phase. This paper presents different bridge flutter methods which can be used to solve the flutter ...
Analysis of composite steel and concrete columns / Proračun spregnutih stubova od čelika i betona
(Društvo za ispitivanje i istraživanje materijala i konstrukcija Srbije, Beograd, 2011)
The paper deals with the design of composite steelconcrete columns according to Eurocode 4. The simplified design method and limitations for its use are explained in details. A column is analysed as an individual member, ...
The Advantages of Using Digital 3D Animation in Geometrical Education
(University of Belgrade, Faculty of Architecture, with The Centre for Ethics, Law and Applied Philosophy, 2017)
New media technologies and interdisciplinary approach is used and represented in this paper. The aspects and research results are shown through the production methodology, multimedia learning tool and the final application ...
Identification of flutter derivatives by forced vibration tests
(Union of Croatian Civil Engineers and Technicians, 2017)
Results of an experimental study related to flutter phenomenon are presented in the paper. Two cross-sections are considered: a rectangular cross-section and a typical symmetric bridge cross-section. Stationary coefficients ...
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 ...
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 ...
Geometry of twisted surfaces applied on horizontal communications in architecture / Geometrija spiralnih površi primenjena na horizontalne komunikacije u arhitekturi
(Udruženje inženjera građevinarstva, geotehnike, arhitekture i urbanista "Izgradnja", Beograd, 2013)
Contemporary technologies and materials continuously challenge structural designers, as well as architects, to achieve unique applications of various geometric surfaces. Twisted structures are actual and numerous in building ...
Design of circular composite CFT columns according to Eurocode 4 / Analiza nosivosti kružnih CFT stubova prema Evrokodu 4
(Udruženje inženjera građevinarstva, geotehnike, arhitekture i urbanista "Izgradnja", Beograd, 2013)
This paper presents a simplified method for calculation of bearing capacity of composite columns according to the European standard for the calculation of composite steel and concrete structures - Eurocode 4. Resistance ...
Three-dimensional beam theory: Space structures / Tehnička teorija prostornog štapa - prostorni sistemi
(Savez građevinskih inženjera Srbije, Beograd, 2010)
Three-dimensional beam theory based on Bernouli-Euler and Timosenko assumptions is presented in this paper. The statically and kinematicaly integral equations of the finite beam element are developed in chapter 2 and 3.The ...