ODREĐIVANJE NOSIVOSTI U SVOJOJ RAVNINI UOKVIRENOG ZIĐA PRIMJENOM NELINEARNOG RAČUNALNOG 3D MODELA

Vig, Mirko

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master's thesis

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IN PLANE RESISTANCE DETERMINATION OF FRAMED-MASONRY WALLS USING NONLINEAR COMPUTATIONAL 3D MODEL

Mirko Vig (2016)

Josip Juraj Strossmayer University of Osijek
Faculty of Civil Engineering and Architecture Osijek
Department for Technical Mechanics
Chair of Technical Mechanics

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APA 6th Edition

Vig, M. (2016). ODREĐIVANJE NOSIVOSTI U SVOJOJ RAVNINI UOKVIRENOG ZIĐA PRIMJENOM NELINEARNOG RAČUNALNOG 3D MODELA (Master's thesis). Retrieved from https://urn.nsk.hr/urn:nbn:hr:133:038648

MLA 8th Edition

Vig, Mirko. "ODREĐIVANJE NOSIVOSTI U SVOJOJ RAVNINI UOKVIRENOG ZIĐA PRIMJENOM NELINEARNOG RAČUNALNOG 3D MODELA." Master's thesis, Josip Juraj Strossmayer University of Osijek, Faculty of Civil Engineering and Architecture Osijek, 2016. https://urn.nsk.hr/urn:nbn:hr:133:038648

Chicago 17th Edition

Harvard

Vig, M. (2016). 'ODREĐIVANJE NOSIVOSTI U SVOJOJ RAVNINI UOKVIRENOG ZIĐA PRIMJENOM NELINEARNOG RAČUNALNOG 3D MODELA', Master's thesis, Josip Juraj Strossmayer University of Osijek, Faculty of Civil Engineering and Architecture Osijek, accessed 23 March 2019, https://urn.nsk.hr/urn:nbn:hr:133:038648

Vancouver

Vig M. ODREĐIVANJE NOSIVOSTI U SVOJOJ RAVNINI UOKVIRENOG ZIĐA PRIMJENOM NELINEARNOG RAČUNALNOG 3D MODELA [Master's thesis]. Osijek: Josip Juraj Strossmayer University of Osijek, Faculty of Civil Engineering and Architecture Osijek; 2016 [cited 2019 March 23] Available at: https://urn.nsk.hr/urn:nbn:hr:133:038648

IEEE

M. Vig, "ODREĐIVANJE NOSIVOSTI U SVOJOJ RAVNINI UOKVIRENOG ZIĐA PRIMJENOM NELINEARNOG RAČUNALNOG 3D MODELA", Master's thesis, Josip Juraj Strossmayer University of Osijek, Faculty of Civil Engineering and Architecture Osijek, Osijek, 2016. Available at: https://urn.nsk.hr/urn:nbn:hr:133:038648

Cite this item: https://urn.nsk.hr/urn:nbn:hr:133:038648

Metadata

Title	ODREĐIVANJE NOSIVOSTI U SVOJOJ RAVNINI UOKVIRENOG ZIĐA PRIMJENOM NELINEARNOG RAČUNALNOG 3D MODELA
Title (english)	IN PLANE RESISTANCE DETERMINATION OF FRAMED-MASONRY WALLS USING NONLINEAR COMPUTATIONAL 3D MODEL
Author	Mirko Vig
Mentor	Davorin Penava (mentor)
Committee member	Ivan Radić (predsjednik povjerenstva)
Committee member	Davorin Penava (član povjerenstva)
Committee member	Hrvoje Draganić (član povjerenstva)
Granter	Josip Juraj Strossmayer University of Osijek Faculty of Civil Engineering and Architecture Osijek (Department for Technical Mechanics) (Chair of Technical Mechanics) Osijek
Defense date and country	2016-04-21, Croatia
Scientific / art field, discipline and subdiscipline	TECHNICAL SCIENCES Basic Technical Sciences Technical Mechanics (Mechanics of Rigid and Deformable Bodies)
Abstract	Diplomski rad u okviru je jednogodišnjeg internog projekta Sveučilišta Josipa Jurja Strossmayera u Osijeku, naslova Mikro-model građevne nosive konstrukcije od uokvirenog ziđa za simulaciju djelovanja potresa. Projekt upotpunjuje znanstveni projekt Hrvatske zaklade za znanost FRAmed-MAsonry Composites for Modelling and Standardization – FRAMA Hrvatske zaklade za znanost (HRZZ), jer povezuje rezultate eksperimentalnih ispitivanja na stvarnom modelu armiranobetonske okvirne konstrukcije sa šupljim zidnim opečnim ispunom (uokvirenim ziđem) i proračunske mikro modele te pojednostavljene modele, čiji će se odziv uskladiti s odzivom stvarnog modela. U okviru rada istraženo je ponašanje građevne nosive konstrukcije od uokvirenog ziđa pri simulaciji djelovanja potresa u vlastitoj ravnini. U tu svrhu izveden je nelinearni mikromodel uokvirenog zida u mjerilu 1:2,5, primjenom računalnog programa ATENA 3D Eng. Prije izvedbe modela, provedena je kalibracija osnovnih svojstava ziđa uz pomoć rezultata dobivenih jednostavnim ispitivanjima. Utvrđeni su bitni parametri koji utječu na modeliranje uokvirenog ziđa. Mjere i djelovanja dostupni su iz projekta FRAmed-MAsonry Composites for Modelling and Standardization – FRAMA. Rezultati istraživanja poslužiti će u svrhu pouzdanije procjene sigurnosti postojećih i projektiranja novih objekata putem numeričkih mikro-modela i inženjerskih makro modela.
Abstract (english)	Graduation thesis is a part of the one year long research project titled The micro-model of a framed-masonry building to simulate the effects of earthquakes, financed by Josip Juraj Strossmayer University of Osijek. The research project is related to the larger research project titled FRAmed - MAsonry Composites for Modelling and Standardization – FRAMA, financed by Croatian Science Foundation. This is because it combines experimental results obtained on real reinforced concrete frame structure with clay block masonry infill (framed - wall) with mathematical model results. In this work, investigated was the response of a framed-masonry structure under simulated earthquake action, in plane of the system. For that purpose, the nonlinear micro model of the framed - wall was built in scale 1/2.5, using ATENA 3D Eng computer program. Before that, calibrated were the masonry properties by modelling the masonry specimens, due to fewer unknowns present. By that, determined were the most important parameters involved in modelling of the wall. Measures and gravity loadings were taken from FRAmed-MAsonry Composites for Modelling and Standardization – FRAMA project documentation. The purpose of the findings is to build more reliable and safer structural models in the future, by relying on either micro or engineering macro models.
Keywords
Keywords (english)
Language	croatian
URN:NBN	urn:nbn:hr:133:038648
Study programme	Title: Građevinarstvo; smjerovi: Hidrotehnika, Nosive konstrukcije, Organizacija tehnologija i menadžment građenja, Prometnice Study programme type: sveučilišni Study level: diplomski Academic / professional title: magistar/magistra inženjer/inženjerka građevinarstva (magistar/magistra inženjer/inženjerka građevinarstva)
Type of resource	text
File origin	Born digital
Access conditions	Restricted access
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Created on	2016-05-27 15:14:19