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Thermal behaviour of gravity roller compacted concrete dams, Part One: Thermal field analysis / Termičko ponašanje gravitacionih RCC brana, I deo - proračun temperaturnog polja
(Jugoslovensko društvo za odvodnjavanje i navodnjavanje, Beograd, 2008)
This paper presents 2D and 3D numerical models for unsteady phased thermal analysis of RCC dams. The time evolution of a thermal field has been modeled with actual dam shape, RCC technology and adequate description of ...
Thermal analysis of RC 120m-height chimney of JKP 'Beogradske elektrane' / Termička analiza AB dimnjaka visine 120m JKP 'Beogradske elektrane'
(Udruženje inženjera građevinarstva, geotehnike, arhitekture i urbanista "Izgradnja", Beograd, 2008)
This paper presents basic characteristics of 'Beogradske elektrane' 120 m-height-chimney in Belgrade. The thermographic snapshot is made by infra-red rays camera indicating existence of unequal warmer and cooler zones as ...
Thermal Analysis of RC 120m-height chimney of JKP „Beogradske elektrane“ / Termička analiza ab dimnjaka visine 120 m JKP „Beogradske elektrane”
(Faculty of Civil Engineering of the University of Belgrade─Chair for Technical Mechanics and Theory of structuresGrađevinski fakultet Univerziteta u Beogradu─Katedra za Tehničku mehaniku i teoriju konstrukcija, 2008)
This paper presents basic characteristics of ″Beogradske elektrane″ 120 m-height-chimney in Belgrade. The thermographic snapshot is made by infra-red rays camera indicating existence of unequal warmer and cooler zones as ...
A multi-model approach to the simulation of large scale karst flows
(Journal of Hydrology, 2008)
The possible effects of water transfer through a tunnel from Fatnicko Polje to Bile a Reservoir on the hydrologic regime of the Bregava River located. in Eastern Herzegovina, in an area characterised by a predominantly ...
The resultant of non-commutative polynomials
(Društvo matematičara Srbije, Beograd, 2008)
Let R = K[x; σ] be a skew polynomial ring over a division ring K. Necessary and sufficient condition under which common right factor of two skew polynomials exists is established. It is shown that the existence of common ...
Application of the bitumen classification according to Superpave methodology in Serbia / Primena klasifikacije bitumena prema metodologiji Superpave u Srbiji
(Srpsko društvo za puteve VIA-VITA, Beograd, 2008)
The paper presents new methodology for testing of rheological properties of bitumen and SUPERPAVE PG classification of bitumen based on maximum and minimum pavement design temperatures. The maps of Serbia with PG classification ...
Прерасподела утицаја код накнадно континуираних спрегнутих армиранобетонских носача током времена / Redistribution of internal forces in composite concrete girders made continous vs.time
(2008)
Предмет истраживања ове докторске дисертације je понашање, током
времена, спрегнутог бетонског гредног носача, код кога ce остварује накнадни
континуитет.
Нове метода грађења уводе y грађевинску праксу промену ...
Optimization of water allocation from a multipurpose reservoir / Efekti primene pravila upravljanja pri raspodeli vode iz višenamenske akumulacije
(Jugoslovensko društvo za odvodnjavanje i navodnjavanje, Beograd, 2008)
The ever increasing water demand in conditions of divergent variability of both natural flows and water requirements can only be met by finding new water sources, combined with the building of new water storage reservoirs. ...
Structural analyses of concrete structures concerning long-term effects / Efekti dugotrajnog opterećenja na ponašanje betonskih konstrukcija
(Društvo za ispitivanje i istraživanje materijala i konstrukcija Srbije, Beograd, 2008)
Concrete is multi-component material that expresses complex rheological properties, that is viscous-elastic-plastic and aging material. As in statical treatment the linear elastic analyses was preformed in case of concrete ...
Application an numerical stress integration of elasto-plastic models for soils in the analysis of geotechnical structures / Primena numeričke integracije napona kod elastoplastičnih modela za tlo u analizi geotehničkih konstrukcija MKE
(Društvo za ispitivanje i istraživanje materijala i konstrukcija Srbije, Beograd, 2008)
In terms of analysis, the geotechnical structures are one of the most complex structures. Because of interaction, the deformations of the structure and soil displacement significantly influence the distribution of pressures ...