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master's thesis
Procjena nosivosti zidova od nabijene zemlje tradicijskih zemljanih kuća Slavonije i Baranje
Osijek: Josip Juraj Strossmayer University of Osijek, Faculty of Civil Engineering and Architecture Osijek, 2022. urn:nbn:hr:133:046298
Katalinić, Dominik
Josip Juraj Strossmayer University of Osijek
Faculty of Civil Engineering and Architecture Osijek
Department for Materials and Structures

Institutional repository: Repository GrAFOS

Cite this document

Katalinić, D. (2022). Procjena nosivosti zidova od nabijene zemlje tradicijskih zemljanih kuća Slavonije i Baranje (Master's thesis). Osijek: Josip Juraj Strossmayer University of Osijek, Faculty of Civil Engineering and Architecture Osijek. Retrieved from https://urn.nsk.hr/urn:nbn:hr:133:046298

Katalinić, Dominik. "Procjena nosivosti zidova od nabijene zemlje tradicijskih zemljanih kuća Slavonije i Baranje." Master's thesis, Josip Juraj Strossmayer University of Osijek, Faculty of Civil Engineering and Architecture Osijek, 2022. https://urn.nsk.hr/urn:nbn:hr:133:046298

Katalinić, Dominik. "Procjena nosivosti zidova od nabijene zemlje tradicijskih zemljanih kuća Slavonije i Baranje." Master's thesis, Josip Juraj Strossmayer University of Osijek, Faculty of Civil Engineering and Architecture Osijek, 2022. https://urn.nsk.hr/urn:nbn:hr:133:046298

Katalinić, D. (2022). 'Procjena nosivosti zidova od nabijene zemlje tradicijskih zemljanih kuća Slavonije i Baranje', Master's thesis, Josip Juraj Strossmayer University of Osijek, Faculty of Civil Engineering and Architecture Osijek, accessed 08 September 2024, https://urn.nsk.hr/urn:nbn:hr:133:046298

Katalinić D. Procjena nosivosti zidova od nabijene zemlje tradicijskih zemljanih kuća Slavonije i Baranje [Master's thesis]. Osijek: Josip Juraj Strossmayer University of Osijek, Faculty of Civil Engineering and Architecture Osijek; 2022 [cited 2024 September 08] Available at: https://urn.nsk.hr/urn:nbn:hr:133:046298

D. Katalinić, "Procjena nosivosti zidova od nabijene zemlje tradicijskih zemljanih kuća Slavonije i Baranje", Master's thesis, Josip Juraj Strossmayer University of Osijek, Faculty of Civil Engineering and Architecture Osijek, Osijek, 2022. Available at: https://urn.nsk.hr/urn:nbn:hr:133:046298

Metadata
TitleProcjena nosivosti zidova od nabijene zemlje tradicijskih zemljanih kuća Slavonije i Baranje
Title (english)Assessment of the bearing capacity of the rammed earth walls of traditional earth houses from Slavonia and Baranja
AuthorDominik Katalinić
MentorIvan Kraus (mentor)
MentorIvana Brkanić Mihić (komentor)
Committee memberTanja Kalman Šipoš (predsjednik povjerenstva)
Committee memberIvan Kraus (član povjerenstva)
Committee memberIvana Brkanić Mihić (član povjerenstva)
GranterJosip Juraj Strossmayer University of Osijek
Faculty of Civil Engineering and Architecture Osijek
(Department for Materials and Structures)
Osijek
Defense date and country2022-09-30, Croatia
Scientific / art field,
discipline and subdiscipline		TECHNICAL SCIENCES
Civil Engineering
Supporting Structures
Abstract
Tradicijska gradnja predstavlja kulturnu baštinu za područje Slavonije i Baranje. To obuhvaća i kuće izrađene od nabijene zemlje. Njihovo postojanje obogaćuje i oplemenjuje navedeno područje. Zemljana arhitektura ima i globalnog utjecaja jer 30 % svjetske populacije pronalazi utočište upravo u zemljanim kućama. Zidovi izrađeni od nabijene zemlje dobro podnose gravitacijska opterećenja, ali imaju slabu potresnu otpornost. Također, većina kuća nalazi se na potresno aktivnim područjima te tu nastaje problem koji je potrebo riješiti. Određeni autori i države daju prijedloge i/ili norme po kojima se trebaju graditi kuće od nabijene zemlje, no u Republici Hrvatskoj još uvijek nema smjernica po kojima bi se takve kuće gradile, obnovile ili sanirale. Dosta ispitivanja provedeno je za određivanje potresne otpornosti zida u njegovoj ravnini, dok manjka ispitivanja za procjenu njegovog ponašanja okomito na ravninu. Iz tog razloga izrađeni su numerički modeli u računalnom programu ANSYS Mechanical R2 2022. Variranjem debljine zidova, vertikalnog opterećenja i jakosti zidova izrađene su krivulje sposobnosti nosivosti. Nakon toga, izrađeni su elastični spektri odziva kako bi se usporedio potresni zahtjev s kapacitetom. Mjesto gdje se te dvije funkcije sijeku smatra se točkom presjeka pomoću koje se može dobiti međukatni pomak konstrukcije. Nadalje, usvajanjem valjanog kriterija za zidane konstrukcije, procijenjena su oštećenja zidova od nabijene zemlje. Dobiveni rezultati sugeriraju da za referentno potresno djelovanje koje se očekuje u Karancu zidovi imaju dostatnu potresnu otpornost.
Abstract (english)
Traditional construction represents cultural heritage for regions Slavonia and Baranya. This also includes houses made of rammed earth. Their existence enriches and ennobles stated areas. Earthen architecture also has a global impact, as 30 % of the world's population finds shelter in earthen houses. Walls made of rammed earth can withstand gravitational loads very well but they have rather poor seismic resistance. Also, most houses are located in seismically acitve areas and this is where problem arises that needs to be sloved cautiously. Certain authors and countries give suggestions and/or norms by which earthen houses should be built although in the Republic of Croatia there are still no guidelines according to which such houses should be built, renovated or recovered. Many research have been conducted to determine the seismic resistance of in-plane walls, while fewer tests have been conducted for out-of-plane walls. For this specific reason, numerical models were created using ANSYS Mehcanical R2 2022 software. By varying the thickness of the walls, the vertical load and the strength of the walls, the capacity curves were obtained. Subsequently, elastic response spectra were made to compare seismic demand with the capacity. The point where these two functions intersect is considered the intersection point by which the inner-storey drift of the strucuture can be calculated and obtained. Furthermore, by adopting a valid criterion for masonry buildings, the damage states of the wall studied can be determined and assessed. The obtained results suggest that the walls have sufficient seismic resistance for the reference seismic action expected for village Karanac.
Keywords
Keywords (english)
Languagecroatian
URN:NBNurn:nbn:hr:133:046298
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 on2022-10-24 14:27:10