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master's thesis
Procjena ponašanja zgrada sustava armirano-betonskih okvira sa različitim tipovima zidanih ispuna
2022. urn:nbn:hr:133:535710
Erjavac, Ana
Josip Juraj Strossmayer University of Osijek
Faculty of Civil Engineering and Architecture Osijek
Department for Technical Mechanics

Cite this document

Erjavac, A. (2022). Procjena ponašanja zgrada sustava armirano-betonskih okvira sa različitim tipovima zidanih ispuna (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:133:535710

Erjavac, Ana. "Procjena ponašanja zgrada sustava armirano-betonskih okvira sa različitim tipovima zidanih ispuna." Master's thesis, Josip Juraj Strossmayer University of Osijek, Faculty of Civil Engineering and Architecture Osijek, 2022. https://urn.nsk.hr/urn:nbn:hr:133:535710

Erjavac, Ana. "Procjena ponašanja zgrada sustava armirano-betonskih okvira sa različitim tipovima zidanih ispuna." Master's thesis, Josip Juraj Strossmayer University of Osijek, Faculty of Civil Engineering and Architecture Osijek, 2022. https://urn.nsk.hr/urn:nbn:hr:133:535710

Erjavac, A. (2022). 'Procjena ponašanja zgrada sustava armirano-betonskih okvira sa različitim tipovima zidanih ispuna', Master's thesis, Josip Juraj Strossmayer University of Osijek, Faculty of Civil Engineering and Architecture Osijek, accessed 09 November 2024, https://urn.nsk.hr/urn:nbn:hr:133:535710

Erjavac A. Procjena ponašanja zgrada sustava armirano-betonskih okvira sa različitim tipovima zidanih ispuna [Master's thesis]. Osijek: Josip Juraj Strossmayer University of Osijek, Faculty of Civil Engineering and Architecture Osijek; 2022 [cited 2024 November 09] Available at: https://urn.nsk.hr/urn:nbn:hr:133:535710

A. Erjavac, "Procjena ponašanja zgrada sustava armirano-betonskih okvira sa različitim tipovima zidanih ispuna", 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:133:535710

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Metadata
TitleProcjena ponašanja zgrada sustava armirano-betonskih okvira sa različitim tipovima zidanih ispuna
Title (english)Assessment of the behaviour of buildings with reinforced concrete frame systems with different types of masonry infills
AuthorAna Erjavac
MentorTanja Kalman Šipoš (mentor)
Committee memberIvan Radić (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 country2022-09-30, Croatia
Scientific / art field,
discipline and subdiscipline		TECHNICAL SCIENCES
Civil Engineering
Supporting Structures
Abstract
U okviru diplomskog rada provodila se nelinearna dinamička analiza zapisom potresa u vremenu (0,3g) za prostorne armirano-betonske okvirne modele konstrukcija s ciljem utvrđivanja doprinosa zidanog ispuna okviru na razini nosivosti i krutosti. Prostorni armirano-betonski okvirni modeli konstrukcija međusobno se razlikuju po vrsti ispuna (slabi, srednji, jaki ispun), te postotku prisutnosti ispuna (33%, 66%, 100%). Nelinearnost modela konstrukcije prikazana je kroz materijalnu nelinearnost betona i armaturnog čelika te kroz plastifikaciju elementa. Rezultati nelinearne dinamičke analize zapisom potresa predstavljeni su u obliku relativnih međukatnih pomaka konstrukcije. Usporedbom dobivenih rezultata donesen je zaključak kako se dodavanjem zidanih ispuna značajno utječe na ponašanje konstrukcije prilikom djelovanja potresnog opterećenja, tj. dolazi do smanjenja međukatnih pomaka, te se oni kao takvi ne smiju zanemariti u proračunu konstrukcija, te promatrati samo kao nenosivi elementi konstrukcije.
Abstract (english)
In master's thesis a nonlinear dynamic time-history analysis (0,3g) was performed for spatial RC frame construction models with the aim of determining the contribution of the masonry infill to the frame at the level of load-bearing capacity and stiffness. The models differ from each other in the type of masonry infill (weak, medium and strong) and the percentage of it in plan disposition (33%, 66%, 100%). The nonlinearity of the structure model is shown through the material nonlinearity of concrete and reinforcing steel and plastification of the structural elements. Results of nonlinear dynamic time-history analysis are presented in the form of relative interstory drift ratios. By comparing the obtained results, it was found that the addition of masonry infill significantly affects the behaviour of the structure under seismic loading, i.e. the interstory drift ratios are reduced, so masonry infills cannot be ignored in the design of structures and should not be considered only as non-load-bearing structural elements.
Keywords
Keywords (english)
Languagecroatian
URN:NBNurn:nbn:hr:133:535710
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 12:53:06