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Metodologija pripreme i obrade akcelerograma za linearne i nelinearne seizmičke analize konstrukcija
(Časopis Izgradnja, 2012)
U radu je dat prikaz metodologije za pripremu i obradu akcelerograma koji se koriste za
seizmički proračun konstrukcija. Definisani su termini i detaljnije obrazložene procedure koje
se sprovode nad akcelerogramima kao ...
Establishing the model for predicting the moisture and velocity in the critical point during drying of green masonry products
(Programme and book of abstracts, The Serbian Ceramic Society Conference “Advanced Ceramics and Application II”, Belgrade, 2013)
The aim of this study was to establish the model for predicting the moisture and velocity in the critical point during drying of green masonry products. The raw material was first dried at a temperature of 60°C, and then ...
Changing the structure of concrete after exposure to frost
(Faculty Of Civil Engineering Subotica, 2014)
Concrete testing can be done at micro, mezzo and macro level. Tests at the macro level are the most common and are the ultimate engineering approach, and include testing and comparison of quantities such as commpresive ...
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)
Analiza performansi oštećenih objekata, primenom scenarija povezanih nelinearnih analiza i koeficijenta oštećenja
(Građevinski materijali i konstrukcije, 2015)
U radu je razvijena i prikazana metodologija za analizu oštećenja objekata koji su izloženi incidentnom i seizmičkom dejstvu. Procedura se bazira na nelinearnim numeričkim analizama, uvažavajući principe projektovanja ...
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, ...
Pushover Analysis of MDOF System with SSI Effects and According to FEMA 440
(3rd Symposium for Geotechnics, Macedonian Associations for Geotechnics, Ohrid, Macedonia, Proceedings, 2010)
This paper discusses the analysis of soil-structure interaction using Displacement Modification Method, which was developed within the concept of FEMA 440 regulations. This method belongs to a group of static seismic ...
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 ...
Numerički proračun karakteristika betona za atenuaciju jonizujućeg zračenja
(ZBORNIK RADOVA 7. MEĐUNARODNE KONFERENCIJE SAVREMENA DOSTIGNUĆA U GRAĐEVINARSTVU, 2019)
U ovom radu se prikazuje metod numeričkog proračuna totalnog masenog atenuacionog koeficijenta kao jednog od osnovnih radijacionih karakteristika materijala od kojih se proizvode betoni za specijalnu namenu. Primenom ...