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Productivity planning and control on construction projects / Planiranje i kontrola produktivnosti na građevinskim projektima
(Udruženje inženjera građevinarstva, geotehnike, arhitekture i urbanista "Izgradnja", Beograd, 2015)
In this paper, traditional as well as contemporary approaches to productivity planning and control are analyzed and potential improvements are suggested. A new approach is proposed. It is based on: applying separate measures ...
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 ...
Application of AHP and WoE methods for landslide susceptibility assessment on Krupanj municipality / Primena AHP i WoE metode u proceni podložnosti terena na kliženje za područje opštine Krupanj
(Udruženje inženjera građevinarstva, geotehnike, arhitekture i urbanista "Izgradnja", Beograd, 2017)
This paper is an example of landslide susceptibility assessment in Krupanj municipality in western Serbia, using two different multicriteria methods: Analytical Hierarchy Process (AHP) and Weight of Evidence (WoE). AHP is ...
Geometrical Structure Analysis of Four Beijing Olimpic Buildings
(Izgradnja, 2014)
Application of multiple criteria goal programming for solving some management and production problems / Primena višekriterijumskog ciljnog programiranja za rešavanje nekih problema menadžmenta i proizvodnje
(Udruženje inženjera građevinarstva, geotehnike, arhitekture i urbanista "Izgradnja", Beograd, 2012)
One method for solving multiple criteria fractional goal programming problem is proposed in this paper. In this method are introduced deviational variables that express increases or decreases of objective functions related ...
Masonry buildings: Mistakes and omissions in construction practice / Zidane zgrade - greške i propusti u građevinskoj praksi
(Udruženje inženjera građevinarstva, geotehnike, arhitekture i urbanista "Izgradnja", Beograd, 2011)
In order to obtain a full affirmation of masonry structures, the excellent knowledge of all unique characteristics of this type of structures is necessary. This is mainly related to their design, analysis and construction. ...
Vertical track geometry deterioration modeling / Modeliranje propadanja vertikalne geometrije koloseka
(Udruženje inženjera građevinarstva, geotehnike, arhitekture i urbanista "Izgradnja", Beograd, 2010)
Deterioration of the track geometry of ballasted tracks is unavoidable. In order to foresee the deterioration of the track, the phenomena have to be understood and described in an engineering way. Through the years a lot ...
Basic principles and rules for design, calculation and construction of mansory structures according to EC 6 and EC 8 / Osnovni principi i pravila projektovanja, proračuna i izgradnje zidanih zgrada prema EC 6 i EC 8
(Udruženje inženjera građevinarstva, geotehnike, arhitekture i urbanista "Izgradnja", Beograd, 2013)
Design of masonry structures implies a combination of traditional and contemporary knowledge. By introducing Eurocodes, their design is equated with the design of other type of structures. According to the division of ...
Implementation of value engineering on residential projects / Primena vrednosnog inženjerstva na projektima izgradnje stambeno-poslovnih objekata
(Udruženje inženjera građevinarstva, geotehnike, arhitekture i urbanista "Izgradnja", Beograd, 2015)
For the purpose of further affirmation of value engineering (VE), this paper gives a contribution in developing procedures for the practical application of VE on residential projects. In accordance with the theoretical ...
One possible way of geometrical nonlinear tasks solution / Jedan mogući način rešavanja geometrijski nelinearnih zadataka
(Udruženje inženjera građevinarstva, geotehnike, arhitekture i urbanista "Izgradnja", Beograd, 2006)
Assuming convected coordinate frame, strain components are expressed as a average value of a infinitesimal deformations of the unperformed and deformed configurations. From the equilibrium momentum balance equation, using ...