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Seismic design of masonry structures based on Eurocode 8 / Seizmički proračun zidanih zgrada prema Evrokodu 8
(Udruženje inženjera građevinarstva, geotehnike, arhitekture i urbanista "Izgradnja", Beograd, 2013)
Seismic design of masonry buildings is a very common task of civil engineers in their daily practice. It is very important for structures in seismic areas bearing in mind that the brick buildings typically have a much lower ...
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 ...
UIC recommendations for design of railway bridges / UIC preporuke za projektovanje železničkih mostova
(Udruženje inženjera građevinarstva, geotehnike, arhitekture i urbanista "Izgradnja", Beograd, 2017)
This paper discusses the basic principles of interaction track/bridge. Influences of different bridge structures on the bridge expansion length were analyzed in order to avoid expansion joints in CWR track. Influences of ...
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 ...
Harmonization of track alignment design parameters / Harmonizacija parametara trase železničke pruge
(Udruženje inženjera građevinarstva, geotehnike, arhitekture i urbanista "Izgradnja", Beograd, 2014)
This paper presents a process of harmonization of technical regulations in the Railway applications field in the Republic of Serbia. The content of standard SRPS EN 13803-1:2010 Railway applications - Track - Track alignment ...
Primena mašinskog učenja za procenu cena i količina radova pri izgradnji stambenih i stambeno-poslovnih objekata
(Udruženje inženjera građevinarstva, geotehnike, arhitekture i urbanista "Izgradnja", 2021)
Ovaj rad se bavi problemom procena potrebnih količina radova, kao i koštanja izgradnje stambenih i stambeno-poslovnih objekata korišćenjem algoritama mašinskog učenja. Osnovni cilj je analiza mogućnosti primene mašinskog ...
Superelevation ramp design / Prostorno oblikovanje rampe za nadvišenje spoljne šine
(Udruženje inženjera građevinarstva, geotehnike, arhitekture i urbanista "Izgradnja", Beograd, 2010)
This paper presents general criteria for deriving a geometric shape for the transition curve and superelevation ramp, based on kinematic analysis of railway vehicle movement. According to European standard (ENV 13803-1) ...
Kvalitet geometrije koloseka
(Izgradnja, 2015)
An approach and software for analysis of financial and economic risks in feasibility study preparation / Pristup i računarski program za analizu finansijskih i ekonomskih rizika pri izradi studije opravdanosti
(Udruženje inženjera građevinarstva, geotehnike, arhitekture i urbanista "Izgradnja", Beograd, 2013)
Risk is defined as an uncertain event or a condition that, if occurs, could affect project goals. In recent literature the importance of studying uncertainty is underlined, especially in early project phases. In this paper, ...
3D analysis of tunnel lining - rock mass interaction, II: Effect of construction process simulation and parametric studies / 3D analiza interakcije tunelske obloge i stenske mase, II - efekat simulacije procesa izgradnje i parametarske studije
(Udruženje inženjera građevinarstva, geotehnike, arhitekture i urbanista "Izgradnja", Beograd, 2004)
For correct evaluation of stresses and deformations in tunnel lining and rock mass, it is necessary to use 3D numerical models. 3D FEM numerical modeling of tunnel driving has been described in Part I along with a presentation ...