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Приказ резултата 231-240 од 271
NDA TH mosta fundiranog na šipovima preko p-y krivih za pesak prema Reese-u
(Savez građevinskih inženjera Srbije, Beograd, Srbija, 2013)
У раду je приказан прорачун моста коришћењем нелинеарне динамичке анализе (НДА) преко временске историје (ВИ) уз уважавање динамичке интеракције конструкција темељ тло. У систему тло-шип-конструкција, конструкција је ...
Pile-Soil-Pile Interaction in Designing the Foundation of RC Structures
(Savez građevinskih inženjera Srbije SGIS, 2016)
The paper analyzes the effects of pile-soil-pile interaction on the transverse bridge frame on specific example of building. It considers a small group of piles arranged in a single row. The columns are continuously set ...
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 ...
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 ...
Establishment and quantification of corrosion-induced damages of protective steel pipes in oil industry
(Velenje Coal Mine, Slovenija, 2011)
Concrete shrinkage mechanism and examples of concrete with different recycled aggregates
(University of Structural Engineering and Architecture (VSU) "Luben Karavelov" Sofia, Bulgaria, 2016)
Concrete shrinkage is reduction of its volume which is caused by hydration of cement and loss of moisture, independently of the external load. Aggregate can be considered inert in terms of volume changes, so concrete ...