prikaz prve stranice dokumenta Uporaba materijalne nelinearnosti betona od recikliranih materijala za simulaciju AB konstrukcija pri djelovanju potresa
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master's thesis
Uporaba materijalne nelinearnosti betona od recikliranih materijala za simulaciju AB konstrukcija pri djelovanju potresa
2020. urn:nbn:hr:133:025994
Kosić, Mario
Josip Juraj Strossmayer University of Osijek
Faculty of Civil Engineering and Architecture Osijek
Department for Technical Mechanics

Cite this document

Kosić, M. (2020). Uporaba materijalne nelinearnosti betona od recikliranih materijala za simulaciju AB konstrukcija pri djelovanju potresa (Master's thesis). Retrieved from https://urn.nsk.hr/urn:nbn:hr:133:025994

Kosić, Mario. "Uporaba materijalne nelinearnosti betona od recikliranih materijala za simulaciju AB konstrukcija pri djelovanju potresa." Master's thesis, Josip Juraj Strossmayer University of Osijek, Faculty of Civil Engineering and Architecture Osijek, 2020. https://urn.nsk.hr/urn:nbn:hr:133:025994

Kosić, Mario. "Uporaba materijalne nelinearnosti betona od recikliranih materijala za simulaciju AB konstrukcija pri djelovanju potresa." Master's thesis, Josip Juraj Strossmayer University of Osijek, Faculty of Civil Engineering and Architecture Osijek, 2020. https://urn.nsk.hr/urn:nbn:hr:133:025994

Kosić, M. (2020). 'Uporaba materijalne nelinearnosti betona od recikliranih materijala za simulaciju AB konstrukcija pri djelovanju potresa', Master's thesis, Josip Juraj Strossmayer University of Osijek, Faculty of Civil Engineering and Architecture Osijek, accessed 02 February 2023, https://urn.nsk.hr/urn:nbn:hr:133:025994

Kosić M. Uporaba materijalne nelinearnosti betona od recikliranih materijala za simulaciju AB konstrukcija pri djelovanju potresa [Master's thesis]. Osijek: Josip Juraj Strossmayer University of Osijek, Faculty of Civil Engineering and Architecture Osijek; 2020 [cited 2023 February 02] Available at: https://urn.nsk.hr/urn:nbn:hr:133:025994

M. Kosić, "Uporaba materijalne nelinearnosti betona od recikliranih materijala za simulaciju AB konstrukcija pri djelovanju potresa", Master's thesis, Josip Juraj Strossmayer University of Osijek, Faculty of Civil Engineering and Architecture Osijek, Osijek, 2020. Available at: https://urn.nsk.hr/urn:nbn:hr:133:025994

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Metadata
TitleUporaba materijalne nelinearnosti betona od recikliranih materijala za simulaciju AB konstrukcija pri djelovanju potresa
Title (english)Use of material nonlinearity of recycled material concrete for simulation of RC structures behaviour under seismic loading
AuthorMario Kosić
MentorTanja Kalman Šipoš (mentor)
Committee memberIvana Miličević (predsjednik povjerenstva)
Committee memberTanja Kalman Šipoš (član povjerenstva)
Committee memberGoran Gazić (član povjerenstva)
GranterJosip Juraj Strossmayer University of Osijek
Faculty of Civil Engineering and Architecture Osijek
(Department for Technical Mechanics)
Osijek
Defense date and country2020-09-30, Croatia
Scientific / art field,
discipline and subdiscipline		TECHNICAL SCIENCES
Civil Engineering
Supporting Structures
Abstract
U ovom radu predstavljen je numerički model armiranobetonske poslovnostambene zgrade koji koristi svojstva betonskih mješavina s različitim udjelom reciklirane gume. Nelinearna analiza je provedena na pet različitih modela, odnosno na modelu s 0%, modelu s 5%, modelu s 10%, modelu s 15% i modelu s 20% gumenog granulata u betonskoj mješavini. Za sve modele provedena je statička pushover analiza, te dinamička analiza za sedam različitih zapisa potresa. Cilj ovog rada bio je procijeniti ponašanje konstrukcije pri različitim utjecajima postotka gume koristeći nelinearnu analizu konstrukcije. Rezultati statičke „pushover“ analize prikazani su histereznih krivuljama sile i pomaka, dok su rezultati dinamičke nelinearne analize prikazani grafovima međukatnih pomaka. Na osnovu kojih je donesen zaključak o mogućoj upotrebi gume u betonu.
Abstract (english)
Numeric model of reinforced concrete building is presented in this paper. It was designed as business-residential building. Numeric model is using properties of different concrete mixtures with recycled rubber. Nonlinear analysis was conducted for five different models for one with a 0% recycled rubber, one with a 5% recycled rubber, 10 %, 15 % and for the one with a 20% of recycled rubber in concrete mixture. For all these models, static pushover analysis and dynamic analysis for seven different earthquakes was conducted. The aim of this paper was to estimate behavior of this building while using different percentage of recycled rubber in concrete mixture while using nonlinear analysis. The results of static pushover analysis are showed with hysteric curve that represent relationship between force and displacement, while the results of a dynamic nonlinear analysis are displayed on a interstory drift chart. Conclusion was made based on these results.
Keywords
Keywords (english)
Languagecroatian
URN:NBNurn:nbn:hr:133:025994
Study programmeTitle: University graduate study in civil engineering; specializations in: Hydraulic engineering, Supporting structures, Construction management and technology, Transportation engineering
Course: Supporting structures
Study programme type: university
Study level: graduate
Academic / professional title: magistar/magistra inženjer/inženjerka građevinarstva (magistar/magistra inženjer/inženjerka građevinarstva)
Type of resourceText
File originBorn digital
Access conditionsAccess restricted to students and staff of home institution
Terms of useLicence In copyright icon
Created on2020-12-11 12:48:25