Претраживање
Приказ резултата 31-40 од 178
Vibrations of composite steel-concrete floors induced by human activities / Vibracije spregnutih nosača međuspratnih konstrukcija od čelika i betona, izazvanih aktivnostima ljudi
(Društvo za ispitivanje i istraživanje materijala i konstrukcija Srbije, Beograd, 2016)
The latest demands in construction design towards slender structures with large spans, large open interiors, unconventional shapes and constructional solutions are leading to the extensive problems related to the serviceability ...
Proračun konstrukcija velikih raspona od lepljenog lameliranog drveta prema graničnim stanjima
(Univerzitet u Nišu - Građevinsko-arhitektonski fakultet, Niš, 2003)
Introductory part of this paper shows a brief review of design concept of timber structures, according to Ultimate Limit States and Serviceability Limit States, specially in accordance with Eurocode 5 draft (Design timber ...
Buckling resistance of stainless steel angle column / Otpornost na izvijanje tlačnih elemenata izvedenih kutnicima od nehrđajućeg čelika
(Građevinar, 2019)
A numerical study of compressive capacities of stainless steel angle columns is presented
in the paper in order to assess the design procedures presented in Eurocode 3. The study
focuses on pin-ended hot-rolled equal ...
Influence of polypropylene fibers addition on adhesion between mortar and base material / Uticaj dodatka polipropilenskih vlakana na atheziju maltera za podlogu
(Društvo za ispitivanje i istraživanje materijala i konstrukcija Srbije, Beograd, 2001)
The results of own experimental explorations conducted in order to determine adhesion of mortar made with addition of polypropylene fibers are presented in this paper. The priciest concrete plates were used as a base ...
Current Serbian design codes: Transferring from a deterministic to a semi- probabilistic approach / Trenutni srpski propisi za proračun - prelazak sa determinističkog na polu-probabilistički pristup
(Savez inženjera i tehničara Srbije, Beograd, 2015)
The Serbian design code for reinforced concrete structures is somewhat out-of-date in its approach to structural design. In this paper, a study into the possible transition to a semi-probabilistic approach is presented. ...
Structural analysis of Jelezovac dam stepped spillway with baffle / Statička analiza stepenastog preliva sa odbojnom gredom na pregradi Jelezovac
(Jugoslovensko društvo za odvodnjavanje i navodnjavanje, Beograd, 2010)
The concrete gravity dam spillway on the Jelezovac stream is presented. The overflow section of the dam is an original structure, designed as a stepped spillway, with bottom outlets and the modified USBR VI stilling basin ...
Sustainability-Oriented Multi-Criteria Analysis of Different Continuous Flight Auger Piles
(MDPI, 2021)
With increasing construction activity and concrete consumption globally, the economic,
environmental, and social impacts of human activities continue to increase rapidly. Therefore, it is
imperative to assess the choice ...
Upravljanje čvrstim otpadom u domenu armiranobetonskih elemenata ojačanih karbonskim tkaninama
(Udruženje inženjera građevinarstva, geotehnike, arhitekture i urbanista „Izgradnja“, 2021)
U doba kada raspoloživost resursa postaje jedan od rastućih problema u svetu, javlja se potreba kako za reciklažom, tako i za upravljanjem čvrstim otpadom u koji, između ostalog, spada i građevinski otpad. Efektivno ...
SPH method / Rešavanje jednačina kretanja fluida metodom zasnovanom na praćenju fluidnih delića (SPH metoda)
(Jugoslovensko društvo za odvodnjavanje i navodnjavanje, Beograd, 2014)
The SPH (Smoothed Particle Hydrodynamics) method for solving fluid dynamics equations is presented in this paper. The main aim of this paper is to present theoretical aspects of the method which is used in numerical modelling ...
Statistical analysis of concrete quality testing results / Statistička analiza rezultata ispitivanja kvaliteta betona
(Društvo za ispitivanje i istraživanje materijala i konstrukcija Srbije, Beograd, 2014)
This paper statistically investigates the testing results of compressive strength and density of control concrete specimens tested in the Laboratory for materials, Faculty of Civil Engineering, University of Belgrade, ...