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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 ...
Milutin Milanković (1879-1958): First doctor of engineering among the Serbs / Milutin Milanković (1879-1958) - prvi doktor tehničkih nauka među Srbima
(Udruženje inženjera građevinarstva, geotehnike, arhitekture i urbanista "Izgradnja", Beograd, 2009)
Design methodology of vertical extension for masonry buildings / Metodologija projektovanja nadogradnje zidanih objekata
(Udruženje inženjera građevinarstva, geotehnike, arhitekture i urbanista "Izgradnja", Beograd, 2014)
The vertical extension of masonry buildings is a common need in built-up areas of the old city zones. The design of vertical extension is a special task for structural engineers, characterized by additional specifics in ...
Thermal analysis of RC 120m-height chimney of JKP 'Beogradske elektrane' / Termička analiza AB dimnjaka visine 120m JKP 'Beogradske elektrane'
(Udruženje inženjera građevinarstva, geotehnike, arhitekture i urbanista "Izgradnja", Beograd, 2008)
This paper presents basic characteristics of 'Beogradske elektrane' 120 m-height-chimney in Belgrade. The thermographic snapshot is made by infra-red rays camera indicating existence of unequal warmer and cooler zones as ...
Discrete Kirchof theory of thin shells based on triangular finite element, I / Diskretna Kirchofljeva teorija tankih elastičnih ljuski izvedena iz trougaonog konačnog elementa, I
(Udruženje inženjera građevinarstva, geotehnike, arhitekture i urbanista "Izgradnja", Beograd, 2002)
Assuming convected coordinate frame, a three node triangular shell element which uses a discrete Kirchof bending formulation is presented. The tangential components and transverse displacement are approximated by complete ...
Axially capacity of the CFT columns / Aksijalna nosivost CFT stubova
(Udruženje inženjera građevinarstva, geotehnike, arhitekture i urbanista "Izgradnja", Beograd, 2015)
This paper analyzes the axial load capacity of CFT columns according to the following standards and codes: EC 4, ACI, AS, AISC, AIJ, DL/T. The influence of the confinement concrete core by steel tube, ratio d/t i e/d, ...
Design solutions interpretation using digital graphics / Interpretacija projektantskih rešenja primenom digitalne grafike
(Udruženje inženjera građevinarstva, geotehnike, arhitekture i urbanista "Izgradnja", Beograd, 2017)
Contemporary design solutions that move the boundaries of creativity include the use of digital graphics, in order to get innovative graphical interpretation which includes interventions in space using various element, ...
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 ...
Geometrical Structure Analysis of Four Beijing Olimpic Buildings
(Izgradnja, 2014)
Discrete Kirchof theory of thin shells based on triangular finite element, II / Diskretna Kirchofljeva teorija tankih elastičnih ljuski izvedena iz trougaonog konačnog elementa, II
(Udruženje inženjera građevinarstva, geotehnike, arhitekture i urbanista "Izgradnja", Beograd, 2002)
Assuming convected coordinate frame, a three node triangular shell element which uses a discrete Kirchof bending formulation is presented. The tangential components and transverse displacement are approximated by complete ...