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master's thesis
Optimizacija konstrukcije AB Okvira sa zidanim ispunom metodom postupnog guranja
2024. urn:nbn:hr:133:575003
Matekalo, Josip
Josip Juraj Strossmayer University of Osijek
Faculty of Civil Engineering and Architecture Osijek
Department for Technical Mechanics

Cite this document

Matekalo, J. (2024). Optimizacija konstrukcije AB Okvira sa zidanim ispunom metodom postupnog guranja (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:133:575003

Matekalo, Josip. "Optimizacija konstrukcije AB Okvira sa zidanim ispunom metodom postupnog guranja." Master's thesis, Josip Juraj Strossmayer University of Osijek, Faculty of Civil Engineering and Architecture Osijek, 2024. https://urn.nsk.hr/urn:nbn:hr:133:575003

Matekalo, Josip. "Optimizacija konstrukcije AB Okvira sa zidanim ispunom metodom postupnog guranja." Master's thesis, Josip Juraj Strossmayer University of Osijek, Faculty of Civil Engineering and Architecture Osijek, 2024. https://urn.nsk.hr/urn:nbn:hr:133:575003

Matekalo, J. (2024). 'Optimizacija konstrukcije AB Okvira sa zidanim ispunom metodom postupnog guranja', Master's thesis, Josip Juraj Strossmayer University of Osijek, Faculty of Civil Engineering and Architecture Osijek, accessed 20 December 2024, https://urn.nsk.hr/urn:nbn:hr:133:575003

Matekalo J. Optimizacija konstrukcije AB Okvira sa zidanim ispunom metodom postupnog guranja [Master's thesis]. Osijek: Josip Juraj Strossmayer University of Osijek, Faculty of Civil Engineering and Architecture Osijek; 2024 [cited 2024 December 20] Available at: https://urn.nsk.hr/urn:nbn:hr:133:575003

J. Matekalo, "Optimizacija konstrukcije AB Okvira sa zidanim ispunom metodom postupnog guranja", Master's thesis, Josip Juraj Strossmayer University of Osijek, Faculty of Civil Engineering and Architecture Osijek, Osijek, 2024. Available at: https://urn.nsk.hr/urn:nbn:hr:133:575003

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Metadata
TitleOptimizacija konstrukcije AB Okvira sa zidanim ispunom metodom postupnog guranja
Title (english)Optimization of reinforced concrete frame with masonry infill using the pushover method
AuthorJosip Matekalo
MentorTanja Kalman Šipoš (mentor)
Committee memberMirjana Bošnjak-Klečina (predsjednik povjerenstva)
Committee memberTanja Kalman Šipoš (član povjerenstva)
Committee memberIvica Guljaš (član povjerenstva)
GranterJosip Juraj Strossmayer University of Osijek
Faculty of Civil Engineering and Architecture Osijek
(Department for Technical Mechanics)
Osijek
Defense date and country2024-11-21, Croatia
Scientific / art field,
discipline and subdiscipline		TECHNICAL SCIENCES
Civil Engineering
Supporting Structures
Abstract
U diplomskom radu analizirani i optimizirani su armiranobetonski okviri sa zidanim ispunom. Cilj rada je bio shvatiti utjecaj zidanog ispuna na nosivost i krutost armiranobetonskih okvira. U radu smo za optimizaciju armiranobetonske konstrukcije provodili tako što smo varirali dimenzije konstruktivnih elemenata (stupova), koeficijent armiranja istih, te smo varirali karakteristike zidanog ispuna. Zidani ispun smo podijelili u tri kategorije: slabi, srednje jaki i jaki ispun. Analizu konstrukcije provodili smo metodom postupnog guranja ili pushover metodom. Uspoređivani su međukatni pomaci kao i pomaci na vrhu konstrukcije s obzirom na zadano horizontalno opterećenje. Odnosno uspoređivali smo krivulje kapaciteta nosivosti kako bi odabrali najoptimalniji model ovog tipa konstrukcije. Kroz ovaj diplomski rad došli smo do zaključka da zidani ispun bitno pridonosi krutosti i nosivosti konstrukcije i bitno utječe na cjelokupno ponašanje konstrukcije pod horizontalnim opterećenjem. Ovakav oblik konstrukcija bitno je pravilno izmodelirati, te pažljivo uzeti u obzir rubne uvjete konstrukcije.
Abstract (english)
Reinforced concrete frames with masonry infill were analyzed and optimized in the thesis. The goal of the work was to understand the impact of masonry infill on the load capacity and stiffness of reinforced concrete frames. In our work, we optimized the reinforced concrete structure by varying the dimensions of the structural elements (columns), their reinforcement coefficient, and by varying the characteristics of the masonry infill. We have divided the masonry infill into three categories: weak, medium, and strong infill. We carried out the analysis of the construction using the gradual pushing method or the pushover method. Inter-story displacements as well as displacements at the top of the structure were compared with respect to the given horizontal load. That is, we compared the load capacity curves in order to choose the most optimal model of this type of construction. Through this thesis, we concluded that the masonry infill significantly contributes to the stiffness and load-bearing capacity of the structure and significantly affects the overall behavior of the structure under horizontal load. It is important to properly model this form of construction, and carefully consider the boundary conditions of the construction.
Keywords
Keywords (english)
Languagecroatian
URN:NBNurn:nbn:hr:133:575003
Study programmeTitle: University Graduate Studies of Civil Engineering; specializations in: Hydraulic Engineering, Bearing structures, Course of Construction management and technology, Transport Infrastructure
Course: Bearing structures
Study programme type: university
Study level: graduate
Academic / professional title: sveučilišni/a magistar/magistra inženjer građevinarstva (sveučilišni/a magistar/magistra inženjer građevinarstva)
Type of resourceText
File originBorn digital
Access conditionsAccess restricted to students and staff of home institution
Terms of useLicence In copyright icon
Created on2024-11-25 15:02:23