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Analiza stabilnosti vitkog 3D modela šipa u interakciji sa tlom metodom konačnih elemenata
(Društvo za integritet i vek konstrukcija SrbijeInstitut IMS, 2012)
The paper describes the modelling and stability analysis of slender piles using finite element method. The concept of a modified stability analysis of 3D model pile–soil–pile cap is formulated; it is formed from solid ...
Review of scientific insights and a critical analysis of pile capacity and pile integrity tests
(International Conference on Civil Engineering Design and Construction (Science and Practice), Bulgaria, Proceedings, 2016)
Modern geotechnical engineering is based on a multidisciplinary approach to solving complex
geotechnical problems through engineering-geological soil testing, laboratory analyses of physical
and mechanical soil properties, ...
O potrebnom broju i veličini inkremenata u inkrementalnoj nelinearnoj dinamičkoj analizi
(Zbornik radova-GNP 2010, Gradjevinarstvo - nauka i praksa, Međunarodna konferencija, Žabljak, Crna Gora, 2010)
U ovom radu prikazan je postupak kojim se utvrðuje potreban broj inkremenata u
inkrementalnoj nelinearnoj dinamickoj analizi višespratnih zgrada okvirnih sistema.
Postupak se zasniva na primeni razvijene pushover krive ...
Assessing soil dispersitivity based on classification tests
(Zbornik radova - Peto naučno-stručno međunarodno savetovanje Geotehnički aspekti građevinarstva, Sokobanja=Fifth International Conference Geotechnics in Civil Engineering, 2013)
NDT in function prevention of loss integrity of structures large dimensions
(Association of Mining and Geological Engineers of Macedonia, 2013)
NDT and RBI in function of pressure equipment integrity loss
(Univerzitet u Novom Sadu, Građevinski fakultet Subotica, Srbija, 2014)
The Forming of the Bridge Structure Founded on RC Piles and Solution for Seismic Strengthening a Middle Frame
(Faculty of Manufacturing Technologies with a seat in Prešov, Technical University of Košice, Slovačka, 2013)
In this paper a brief review of construction of an overpass and possible methods and certain criteria of choice of seismic strengthening of the middle frame is presented. The calculation of the existing bridge-overpass ...
Numerical Simulation of the Pile Integrity Test on Defected Piles
(University of Maribor, 2014)
This paper deals with the development of a discrete numerical 2D and 3D solid pile model with a discontinuity and defects to simulate non-destructive testing using the pile integrity test (PIT). The pile discontinuity and ...
Nelinearna statička i dinamička seizmička analiza okvirnih zgrada prema performansama
(Društvo građevinskih konstruktera Srbije, Zlatibor, Srbija, 2016)
U radu je prikazan jedan deo razvijenih teorijskih formulacija i rezultata numeričkih istraživanja sprovedenih u doktorskoj disertaciji koja je odbranjena 2015. godine na Građevinskom fakultetu Univerziteta u Beogradu. U ...
The Development of Controlled Damage Mechanisms-Based Design Method for Nonlinear Static Pushover Analysis
(Facta Universitatis, Series: Architecture and Civil Engineering, 2014)
This paper presents the original method of controlled building damage mechanisms based on Nonlinear Static Pushover Analysis (NSPA-DMBD). The optimal building damage mechanism is determined based on the solution of the ...