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Examples of performance improvement of concrete and mortar by means of fiber reinforcement / Primeri poboljšanja performansi betona i maltera putem mikroarmiranja
(Univerzitet u Novom Sadu - Građevinski fakultet, Subotica, 2005)
The basic properties of fiber reinforced composites (concrete and mortar) are presented in this paper. Based on their own experimental testing results, the authors analyze the examples of performance improvement of fiber ...
Structural monitoring of rebuilt telecommunication tower 'Avala' / Konstrukcijski monitoring obnovljenog telekomunikacionog tornja 'Avala'
(Udruženje inženjera građevinarstva, geotehnike, arhitekture i urbanista "Izgradnja", Beograd, 2009)
Paper presents application of long-term Structural Health Monitoring - SHM of the rebuilt TV tower 'Avala'. According the actual trends for improvement of maintenance serviceability, safety and durability, on this structure ...
Contribution to the dimensioning of tracks on asphalt roadbed / Prilog dimenzionisanju koloseka na asfaltnoj podlozi
(Univerzitet u Nišu - Građevinsko-arhitektonski fakultet, Niš, 2004)
The Paper defines the technical requirements for the individual elements of the permanent way and the roadbed of the track on asphalt. Apart from this, a procedure for dimensioning of this structure on the multilayered ...
Timber-concrete composite structures / Spregnuti nosači drvo-beton
(Udruženje inženjera građevinarstva, geotehnike, arhitekture i urbanista "Izgradnja", Beograd, 2000)
Classical composite steel-concrete beams are being used in construction practice already for a long time. However, in the recent few years a new form of composite beams in which wood is used instead of steel, is more and ...
Maintenance of track on a solid base / Održavanje koloseka na čvrstoj podlozi
(Želnid - preduzeće za železničku izdavačko-novinsku delatnost d.o.o., Beograd, 2002)
There is no common position on the limiting speed up to which it is justified to apply the track floating in the stone aggregate ballast, i.e. the exceeding of which assumes the application of track on a solid base. Different ...
The method of the calculation of the terrain slope in the raster GIS and DTM application / Određivanje nagiba terena u rasterskim GIS i DMT aplikacijama
(Republički geodetski zavod Srbije, Beograd, 2003)
Various methods for the calculation of the terrain slope used in the gridded DTMs are presented in this work. Some of the results obtained from research based on the efficiency of the application of these methods are also ...
Current activities regarding matching the national reference frame to ETRS of Republic of Serbia and the surrounding countries / Dosadašnje aktivnosti uklapanja postojećih državnih koordinatnih sistema u ETRS Republike Srbije i zemalja u okruženju
(Republički geodetski zavod Srbije, Beograd, 2009)
In the world, as well as us, all the greater use of GPS technology, there is a justified need for the determination of transformation models between existing and new reference system. The paper presents a GPS reference ...
Measurement, calibration of rainfall-runoff models and assessment of the return period of flooding events at urban catchment Kumodraz in Belgrade
(IWA Publishing, 2002)
For the purpose of re-design and improvement of the combined sewer system at the Kumodraz catchment in Belgrade, measurements of rainfall and runoff at the catchment were established in late 1997, Observed data are used ...
Indentation damage detection in thermoplastic composite laminates by using embedded optical fibers
(Soc. for the Advancement of Material and Process Engineering, 2005)
In recent years, optical fibers have received attention as sensors for the purpose of in-service health monitoring in composite materials. Advantages of optical fiber sensors over conventional sensing methods are well-known ...
Evaluation of the fourier transform of e(-ux2) for imaginary U
(Springer Science and Business Media Deutschland GmbH, 2006)
It is shown that the Fourier integral of the function exp(-ux(2)) exists not only for u satisfying Re u gt 0 but also for u that satisfies Re u >= 0. The proof is given by evaluating this integral for imaginary u.