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master's thesis
Utjecaj AB zidova i zidanih ispuna na odgovor višekatne AB okvirne zgrade pri djelovanju potresa
2023. urn:nbn:hr:133:554110
Grgić, Katja
Josip Juraj Strossmayer University of Osijek
Faculty of Civil Engineering and Architecture Osijek
Department for Technical Mechanics

Cite this document

Grgić, K. (2023). Utjecaj AB zidova i zidanih ispuna na odgovor višekatne AB okvirne zgrade pri djelovanju potresa (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:133:554110

Grgić, Katja. "Utjecaj AB zidova i zidanih ispuna na odgovor višekatne AB okvirne zgrade pri djelovanju potresa." Master's thesis, Josip Juraj Strossmayer University of Osijek, Faculty of Civil Engineering and Architecture Osijek, 2023. https://urn.nsk.hr/urn:nbn:hr:133:554110

Grgić, Katja. "Utjecaj AB zidova i zidanih ispuna na odgovor višekatne AB okvirne zgrade pri djelovanju potresa." Master's thesis, Josip Juraj Strossmayer University of Osijek, Faculty of Civil Engineering and Architecture Osijek, 2023. https://urn.nsk.hr/urn:nbn:hr:133:554110

Grgić, K. (2023). 'Utjecaj AB zidova i zidanih ispuna na odgovor višekatne AB okvirne zgrade pri djelovanju potresa', Master's thesis, Josip Juraj Strossmayer University of Osijek, Faculty of Civil Engineering and Architecture Osijek, accessed 30 December 2024, https://urn.nsk.hr/urn:nbn:hr:133:554110

Grgić K. Utjecaj AB zidova i zidanih ispuna na odgovor višekatne AB okvirne zgrade pri djelovanju potresa [Master's thesis]. Osijek: Josip Juraj Strossmayer University of Osijek, Faculty of Civil Engineering and Architecture Osijek; 2023 [cited 2024 December 30] Available at: https://urn.nsk.hr/urn:nbn:hr:133:554110

K. Grgić, "Utjecaj AB zidova i zidanih ispuna na odgovor višekatne AB okvirne zgrade pri djelovanju potresa", Master's thesis, Josip Juraj Strossmayer University of Osijek, Faculty of Civil Engineering and Architecture Osijek, Osijek, 2023. Available at: https://urn.nsk.hr/urn:nbn:hr:133:554110

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Metadata
TitleUtjecaj AB zidova i zidanih ispuna na odgovor višekatne AB okvirne zgrade pri djelovanju potresa
Title (english)Influence of RC walls and masonry infills on multistory building response during earthquake loads
AuthorKatja Grgić
MentorTanja Kalman Šipoš (mentor)
Committee memberMarin Grubišić (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 country2023-09-27, Croatia
Scientific / art field,
discipline and subdiscipline		TECHNICAL SCIENCES
Civil Engineering
Supporting Structures
Abstract
U diplomskom radu su se analizirali armiranobetonski modeli konstrukcija kako bi se utvrdio doprinos zidanih ispuna i armiranobetonskih zidova na nosivost i krutost konstrukcije prilikom djelovanja potresa u vremenu. Razlikujemo tri armiranobetonska modela po vrsti ispune: model bez ispune, model sa zidanom ispunom i model s armiranobetonskim zidom. U radu se provodila nelinearna dinamička analiza, a materijalna nelinearnost betona i armaturnog čelika i plastifikacija elemenata predstavljaju nelinearnost modela konstrukcije. Međukatni pomaci su prikazani kao rezultati nelinearne dinamičke analize. Kako bi došli do određenih rezultata uspoređivali su se rezultati za sva tri modela. Zaključak je da se umetanje zidanih ispuna i armiranobetonskog zida odražava na ponašanje konstrukcije tijekom potresnog opterećenja, a to se može vidjeti redukcijom međukatnih pomaka. Takvi tipovi ispuna AB okvirnih sustava značajno povećavaju nosivost i krutost konstrukcije te ih je neophodno na pravilan način uzeti u obzir pri proračunu konstrukcija.
Abstract (english)
In the diploma thesis reinforced concrete construction models were analyzed in order to determine the contribution of masonry infills and reinforced concrete walls to the bearing capacity and stiffness of the construction during earthquakes in time. The models diverse from each other by the type of infill: model without infill, model with masonry infill and model with reinforced concrete wall. In the work, a nonlinear dynamic analysis was accomplised, and the material nonlinearity of concrete and reinforcing steel and the plasticization of the elements represent the nonlinearity of the construction model. Inter-story displacements are presented as results of nonlinear dynamic analysis. In order to reach specific results, the results for all three models were compared. The conclusion is that the insertion of masonry infills and reinforced concrete wall is reflected in the behavior of structures during seismic loading, and this can be seen by the reduction of inter-story drits. Such types of infills in RC frame systems significantly increase the load-bearing capacity and stiffness of the structure, and it is necessary to properly take them into consideration when designing the structure.
Keywords
Keywords (english)
Languagecroatian
URN:NBNurn:nbn:hr:133:554110
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 on2023-10-12 11:31:07