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Methodology for sequent depth estimation for converging stepped-chute stilling basins / Metodologija proračuna spregnutih dubina kod umirujućih bazena neprizmatičnih stepenastih brzotoka
(Jugoslovensko društvo za odvodnjavanje i navodnjavanje, Beograd, 2016)
The influence of converging stepped spillways on the dimensions of the stilling basins for RCC dams was examined, based on the results of physical modeling, existing empirical expressions, and basic laws of fluid mechanics ...
The old stone bridge in Mostar dedicated to the memory of prof. Dr Milan-Gile Gojkovic / Stari kameni most u Mostaru posvećeno sećanju na prof. Dr Milana - Gileta Gojkovića
(Udruženje inženjera građevinarstva, geotehnike, arhitekture i urbanista "Izgradnja", Beograd, 2011)
Prof. dr Milan Gojković rođen je 15.08.1926. godine u Beogradu, gde je završio osnovnu i srednju školu. Na Građevinski odsek Tehničkog fakulteta u Beogradu upisao se 1946. godine, i diplomirao u januaru 1953. godine. ...
Shrinkage of recycled aggregate concrete / Skupljanje betona na bazi recikliranog agregata
(Savez inženjera i tehničara Srbije, Beograd, 2013)
The application of recycled concrete aggregate in concrete structures is necessary for the achievement of sustainable construction and a reduction in the negative environmental impacts. This paper presents the most significant ...
Masonry buildings: Mistakes and omissions in construction practice / Greške pri projektovanju, izvođenju i eksploataciji zidova od opeke
(Udruženje inženjera građevinarstva, geotehnike, arhitekture i urbanista "Izgradnja", Beograd, 2011)
In order to obtain a full affirmation of masonry structures, the excellent knowledge of all unique characteristics of this type of structures is necessary. This is mainly related to their design, analysis and construction. ...
Statistička analiza rezultata ispitivanja fizičko-mehaničkih svojstava kontrolnih betonskih kocki
(TEHNIKA – NAŠE GRAĐEVINARSTVO 73, 2019)
Cilj ovog istraživanja je prikupljanje, obrada i statistička analiza rezultata ispitivanja uzoraka betonskih kocki koji su ispitani u Laboratoriji za materijale Građevinskog fakulteta u Beogradu prema standardu SRPS ISO ...
Eurocode 6: Masonry structures / Evrokod 6 - zidane konstrukcije
(Udruženje inženjera građevinarstva, geotehnike, arhitekture i urbanista "Izgradnja", Beograd, 2010)
A general concept of Eurocode 6 - Design of Masonry Structures, as European standard which deals with basic problems of masonry structures, is presented in this paper. Special attention is dedicated to Chapter 3 of the ...
Flood control of tailings-dam reservoirs / Problemi evakuacije velikih voda iz jalovišnih akumulacija
(Jugoslovensko društvo za odvodnjavanje i navodnjavanje, Beograd, 2017)
This paper analyzes the problems of flood control for the tailings-dams reservoirs, having in mind the significant rise of the flow and volume of observed flood waves, and increasingly stringent criteria for safety of high ...
Energy loss in a circular-conduit bends with supercritical flow / Gubitak energije u krivini kružnog provodnika pri burnom tečenju
(Jugoslovensko društvo za odvodnjavanje i navodnjavanje, Beograd, 2013)
In this paper the energy loss in a circular conduit bend with supercritical flow is analyzed. Based on the test results obtained by a scale model, the energy-loss coefficient has been determined. Simple empirical relationships ...
Construction technology and quality control of works on Atlas Capital Center / Tehnologija građenja i kontrola kvaliteta radova na primjeru objekta Atlas Capital Center
(Univerzitet u Beogradu - Fakultet organizacionih nauka, Beograd, 2012)
With the arrival of foreign investors in Montenegro, a need for application of FIDIC international conditions of contracts emerged. These conditions define in detail the rights and obligations of the contractual parties ...
Scale modeling of the Bouzina Dam flood mitigation structures
(Serbian Water Pollution Control Society, Belgrade, 2014)
The design of the RCC (roller-compacted concrete) Bouzina Dam (Batna Province, Algeria) was verified using a scale model. The length scale of the physical model was 1:40 and the hydraulic parameters were scaled applying ...