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The Successful Delivery of Megaprojects: A Novel Research Method
(SAGE Publications Inc., 2017)
Megaprojects are often associated with poor delivery performance and poor benefits realization. This article provides a method of identifying, in a quantitative and rigorous manner, the characteristics related to project ...
Problems in creating flood hazard maps / Problemi pri izradi karata ugroženosti od poplava
(Jugoslovensko društvo za odvodnjavanje i navodnjavanje, Beograd, 2014)
This paper deals with problems of creating flood hazard maps, considering methodology and problems of its implementation in practice. A case study, pertaining to production of flood hazard maps for municipality Čačak in ...
Stepped spillway flow: Comparison of numerical and scale models / Strujanje u stepenastom brzotoku - poređenje rezultata fizičkog i numeričkog modela
(Univerzitet u Beogradu - Mašinski fakultet, Beograd, 2014)
This paper deals with flow modelling of the stepped spillway for the Bogovina dam. The analysis was conducted using three approaches: scalemodelling, empirical equations and numerical modelling. An acceptable agreement was ...
Elastic critical load of stiffened I-girders subjected to patch loading
(8th INTERNATIONAL CONFERENCE Contemporary achievements in civil engineering, Subotica, Serbia, 2021, 153-161, 2021)
Summary: The paper considers the elastic critical load of the isolated web plate and steel
I-girders subjected to patch loading. The girder without transverse stiffeners in the load
application zone, but with longitudinal ...
Airborne Laser Scanning (ALS) point cloud ground filtering for area of an active landslide (Doren, Western Austria)
(EGU General Assembly 2014, held 27 April - 2 May, 2014 in Vienna, Austria, 2014)
Ground filtering of point cloud is the primary step required for Digital Terrain Model (DTM) generation. The procedure is especially interesting for forested areas, since LiDAR systems can measure terrain elevation under ...
Metalne konstrukcije
(Društvo za ispitivanje i istraživanje materijala i konstrukcija Srbije, Beograd, 2005)
U ovom radu su ukratko prikazana najnovija ostvarenja u oblasti čeličnih konstrukcija. Obuhvaćeni su neki od najznačajnijih objekata, kao i savremeni propisi za proračun čeličnih konstrukcija - Evrokod 3. Pored toga, ukratko ...
Hydraulic design of morning glory spillway with a deflector upstream of the vertical bend / Određivanje dimenzija šahtnog preliva empirijskim jednačinama
(Jugoslovensko društvo za odvodnjavanje i navodnjavanje, Beograd, 2012)
Hydraulic design of shaft spillways (morning-glory spillways) with flow deflector before the vertical bend is considered. Based on the physical hydraulic model investigations of several structures and available experience ...
Numerical analysis of flexural buckling resistance of non-uniform compression members / Numerička analiza nosivosti neuniformnih pritisnutih elemenata na fleksiono izvijanje
(Društvo za ispitivanje i istraživanje materijala i konstrukcija Srbije, Beograd, 2017)
This paper presents parametric linear-elastic analysis of flexural buckling of idealised non-uniform member and nonlinear analysis of flexural buckling with equivalent imperfections, using software package Abaqus. The ...
Contracting-expanding chute numerical modelling / Numeričko modeliranje brzotoka pri promeni pravca zida kanala
(Jugoslovensko društvo za odvodnjavanje i navodnjavanje, Beograd, 2005)
Two-dimensional (2D) open-channel flow models for contracting and expanding chutes are developed. TVD McCormack and TVD MUSCL method have been used to facilitate an easy-to-use code. The performances of the numerical models ...
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 ...