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The Use of Computers in Determining the Parameters of the Functions for Loess Soil
(Savez građevinskih inženjera Srbije SGISAssociation of Civil Engineers of SerbiaInstitut IMS A.D. BeogradSET d.o.o. ŠabacSrpsko društvo za mehaniku tla i geotehničko inženjerstvo, 2017)
The paper presents the possibilities of determing functions of some characteristic parameters of loess soil. The loess soil is of Eolian origin, its formation is related to the Ice Age, it is classified as dusty-sandy-clayey ...
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 ...
Analysis of the steam line damages
(Mašinski Fakultet Banja Luka, Republika Srpska, 2015)
The methodological approach to the analysis of damage to determine the
cause of failure and to repair the damage has been shown using the example of leakage
and damage of a steam line for live-steam in thermal power ...
Determination of polynomial depending between hardness and cooling time t8/5 of steel NIONICRAL 70 heat affected zone
(18th International Conference on New Trends in Fatigue and Fracture NT2F18, 2018)
Because of the high heating and cooling velocity values, welding procedure is an unstable process. During
welding, changes in microstructure are occurring under overheating and/or cooling conditions. In comparing to ...
Behaviour of 9% Cr steel and simulated HAZ at 600°C
(FRACT3, Chlef, Algeria, 2016)
Performance Analysis of Damaged Buildings Applying Scenario of Related Non-Linear Analyses and Damage Coefficient / Analiza performansi oštećenih objekata, primenom scenarija povezanih nelinearnih analiza i koeficijenta oštećenja
(Gradjevinski materijali i konstrukcije, 2015)
The paper deals with a methodology developed and presented for analyzing the damage on structures exposed to accidental and seismic actions. The procedure is based on non-linear numerical analysis, taking into account the ...
Typology of NSPA Pushover Curves and Surfaces for 3D Performance-Based Seismic Response of Structures / Tipologija NSPA pushover krivih i površi za 3D seizmički odgovor konstrukcija prema performansama
(Gradjevinski materijali i konstrukcije, 2013)
This paper presents a typology of pushover curves and the originally developed pushover surfaces based on the generalization of the nonlinear response of the 3D system to the earthquake action. By determination and analysis ...
Standardizacija, ispitivanje i analiza nosivosti šipova
(Građevinski kalendar, 2019)
U radu su prikazani aspekti standardizacije i karakteristični primeri ispitivanja nosivosti šipova sa određenom analizom rezultata, pri čemu se metodologija ispitivanja oslanja na postojeće ASTM i sopstvene standarde, ...
Analiza opravdanosti modeliranja sučeono zavarenih spojeva kod proračuna posuda pod pritiskom
(Tehnološki fakultet, Zvornik, Republika Srpska, BiH, 2017)
U radu je posle proračuna metodom konačnih elemenata (MKE) analizirana raspodela napona
na modelu dela oplate rezervoara pod pritiskom bez zavarenih spojeva (ZS), sa obimnim ZS,
podužnim ZS i ukrsnim mestom ZS. Takođe, ...
Methodology for determining the region of stabilization of low-cycle fatigue
(Fakultet strojarstva i brodarsta, Univerzitet u Zagrebu, Hrvatska, 2016)
In present paper, the behaviour of high-strength low-alloyed (HSLA) steel under conditions
of low-cycle fatigue (LCF) has been experimentally tested and analyzed. Based on the experimental
results obtained in the programme ...