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Dive into the research topics where Zlatko Marković is active.

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Featured researches published by Zlatko Marković.


International Conference on Composite Construction in Steel and Concrete : 28/07/2013 - 31/07/2013 | 2016

Headed Shear Studs versus High-Strength Bolts in Prefabricated Composite Decks

Marko Pavlović; Milan Spremić; Zlatko Marković; Milan Veljkovic

Prefabricated steel and concrete composite decks are an interesting option to improve competitiveness and sustainability of the composite structures. Longitudinal shear connection is usually establ ...


Gradjevinski materijali i konstrukcije | 2017

Numerical analysis of flexural buckling resistance of non-uniform compression members

Aljosa Filipović; Jelena Dobrić; Milan Spremić; Zlatko Marković; Nina Gluhović

Konstruktivni elementi sa neuniformnom promenom poprečnih preseka imaju značajnu primenu u zgradarstvu, najčešće kod stubova okvirnih nosača velikih raspona, ili kod stubova industrijskih hala koje su opremljene kranovima velike nosivosti. Promena poprečnog preseka, koja prati neuniformnu raspodelu presečnih sila duž elementa, može da bude linearna duž elementa, ili skokovita u određenom broju diskretnih tačaka elementa. Ovakvim konstruktivnim rešenjem postiže se značajna ušteda u količini čeličnog materijala i ceni konstrucije. Proračun nosivosti neuniformnih elemenata na fleksiono izvijanje kompleksan je i zahtevan sa stanovišta svakodnevne inženjerske prakse. Izraz za elastičnu kritičnu silu izvijanja nije obuhvaćen osnovnim Ojlerovim slučajevima izvijanja. Vrednost elastične kritične sile izvijanja treba da se odredi vodeći računa o tačnoj raspodeli geometrijskih


Key Engineering Materials | 2016

Theoretical Analysis of the Possibilities for Aluminium Alloy Beam to Be Strengthened Using Elements of Steel

Boris Gligić; Dragan Budjevac; Zlatko Marković

This paper deal, on example of aluminium alloy beam strengthened by using elements of steel, with theoretical analysis of the possibilities for composite action of beam formed from two materials with considerably different coefficients of thermal expansion. According to authors opinion conclusions lead to clear statement that such structures are possible as well that such solutions could have economical and serviceability sense, especially in field of structural engineering where exposing to temperature changes is limited to relatively small range. In case of aluminium and steel combination, for extreme temperature change used in structural engineering, advantages that are achieved are considerably higher than disadvantages, especially in cases where deformation is dominant condition.


Gradjevinski materijali i konstrukcije | 2016

Vibrations of composite steel-concrete floors induced by human activities

Nina Gluhović; Milan Spremić; Zlatko Marković; Dragan Budjevac; Nenad Fric

Trenutni zahtevi pri projektovanju konstrukcija u zgradarstvu najčešće uslovljavaju primenu konstrukcija velikih raspona, s velikim otvorenim unutrašnjim prostorima, sa spregnutim međuspratnim konstrukcijama od čelika i betona visokih kvaliteta. Takođe, često se zahteva mogućnost naknadne prenamene prostora u druge svrhe, odnosno fleksibilnost prostora koji se može postići većim rasponima. Ovakve težnje prouzrokuju to da konstrukcija ima niže vrednosti sopstvenih frekvencija oscilovanja i manji koeficijent prigušenja, što veoma utiče na dinamički odgovor konstrukcije kada je ona izložena dinamičkom opterećenju, kao što je na primer kretanje ljudi unutar objekta. Konstrukcija, pored kriterijuma sigurnosti koji se dokazuje putem graničnih stanja nosivosti, mora da zadovolji i kriterijume funkcionalnosti. Kriterijumi funkcionalnosti zavise od namene objekta, a dokazuju se kon-


Archive | 2014

Railway Road Bridge Across the Danube in Novi Sad – Design and Construction

Aleksandar Bojović; Zlatko Marković; Antonio Mora; Jorrit Blom; Dimitrije Aleksić; Marko Pavlović; Milan Spremić; Novak Novaković; Boško Jnjušević

The Railway Road Bridge across the Danube in Novi Sad is designed for two railway tracks, two road lanes and two foothpaths. The bridge consists from four bridge structures: right bank simple composite beam L = 27 m, network tied arch steel bridge structures over the river L = 177 m and L = 219 m respectively and simple composite beam on the left bank L = 48 m. The width of all bridge structures is 31,6 m. The deck structure of the arch bridges is the composite slab.


Journal of Constructional Steel Research | 2013

Bolted shear connectors vs. headed studs behaviour in push-out tests

Marko Pavlović; Zlatko Marković; Milan Veljkovic; Dragan Buđevac


Advanced Steel Construction | 2013

PUSH-OUT EXPERIMENTS OF HEADED SHEAR STUDS IN GROUP ARRANGEMENTS

Milan Spremić; Zlatko Marković; Milan Veljkovic; Dragan Budjevac


Istrazivanja i projektovanja za privredu | 2014

RECENT RESEARCH OF SHEAR CONNECTION IN PREFABRICATED STEEL-CONCRETE COMPOSITE BEAMS

Marko Pavlović; Milan Spremić; Zlatko Marković; Dragan Buđevac; Milan Veljkovic


Journal of Constructional Steel Research | 2017

Behaviour of stainless steel press-braked channel sections under compression

Jelena Dobrić; Dragan Buđevac; Zlatko Marković; Nina Gluhović


Istra?ivanja i projektovanja za privredu | 2012

Wind towers: Design of friction connections for assembling sections of tubular steel towers

Nenad Fric; Boris Gligić; Jelena Dobrić; Zlatko Marković

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Nenad Fric

University of Belgrade

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Milan Veljkovic

Delft University of Technology

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Milan Veljkovic

Delft University of Technology

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