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Modelling of nonlinear behavior of masonry infill in RC frames / Modeliranje nelinearnog ponašanja zidane ispune u AB skeletnim konstrukcijama
(Društvo građevinskih konstruktera Srbije, Beograd, 2014)
Zidovi ispune unutar AB skeletnih konstrukcija obično se posmatraju kao nekonstruktivni elementi i zbog toga se njihov doprinos zanemaruje pri proračunu konstrukcija. Istraživanja u novije vreme pokazala su da zidana ispuna ...
Soil-nailing-technique of soil reinforcement / Soil-nailing-tehnika stabilizacije zemljanih masa
(Društvo građevinskih konstruktera Srbije,, 2014)
Soil-nailing tehnika se vec dugi niz godina u svetu uspešno koristi za stabilizaciju i ojacenje zemljanih masa. U nizu geoloških formacija soil-nailing potpornim konstrukcijama se daje prednost u odnosu na tradicionalne ...
Analysis of bearing capacity of temporary columns in top down construction methods / Analiza nosivosti privremenih stubova kod ‘’Top Down’’ metode gradnje
(Društvo građevinskih konstruktera Srbije, Beograd, 2014)
One of the methods of construction which are increasingly used in urban conditions is a "Top Down" method. This method of construction is suitable when constructing buildings with a larger number of underground floors. ...
Numerical test of Damage detection using Tabu search method / Numerički eksperiment detekcije oštećenja primenom tabu search metode
(Društvo građevinskih konstruktera Srbije, Beograd, 2014)
The study presents the procedure of simulation of damage detection of simply supported steel beam using Tabu search optimization method. Numerical computation carried out in ANSYS finite element analysis software. Damage ...
Numerička analiza izgradnje plitkog tunela u beogradskim glinovito-laporovitim sredinama
(Društvo građevinskih konstruktera Srbije, Beograd, 2014)
The rapid urban development, in recent decades, has led to increasing demands for construction and expansion of the underground transport network in large overpopulated cities. An important task in the design of tunnels ...
Stability of granular material during elasto-plastic deformation / Stabilnost granularnog materijala u toku elasto-plastične deformacije
(Društvo građevinskih konstruktera Srbije, Beograd, 2014)
Numerical method in determining critical stress in granular material using algorithm for different loading paths is presented. The constitutive relationships of the hierarchical single surface (HISS) model were used to ...
Assessment of settlement analysis methods based on the monitoring of building located in New Belgrade / Ocena metoda za proračun sleganja na osnovu geodetskog monitoringa na izvedenom objektu na Novom Beogradu
(Društvo građevinskih konstruktera, Beograd, 2014)
This paper provides an assessment of empirical correlations between soil deformation parameters and tip resistance of cone penetrometer test (CPT), by comparing calculated settlements of an object on the rigid foundation ...
Bending resistance of composite section with partial shear connection according to EC4 / Nosivost na savijanje spregnutog preseka sa parcijalnim smičućim spojem prema EC4
(Društvo građevinskih konstruktera Srbije, Beograd, 2014)
Bending resistance of a composite steel and concrete section apart from shape and dimensions of a cross section and mechanical characteristics of materials, depends also on type of shear connection, i.e. connectors and ...
Current strategy for highway construction in the Republic of Serbia / Aktuelna strategija realizacije izgradnje autoputeva u Republici Srbiji
(Društvo građevinskih konstruktera, Beograd, 2014)
In order to achieve the economic development of the Republic of Serbia, it is necessary to provide adequate traffic infrastructure, particularly highways. The second lane on the northern branch of Corridor X (E-75) from ...
Classification of earthquake induced wall damages for masonry / Klasifikacija oštećenja zidova na zidanim objektima usled zemljotresa
(Društvo građevinskih konstruktera Srbije, Beograd, 2014)
The state can come into a state of emergency, after strong earthquake, when fast, efficient and professional assessment of the damaged buildings is needed. As the number of masonry buildings is the largest in the fund, it ...