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master's thesis
Parametarska studija utjecaja zidanog ispuna na ponašanje skeletne armiranobetonske konstrukcije
Osijek: Josip Juraj Strossmayer University of Osijek, Faculty of Civil Engineering and Architecture Osijek, 2019. urn:nbn:hr:133:425406
Berbić, Denis
Josip Juraj Strossmayer University of Osijek
Faculty of Civil Engineering and Architecture Osijek
Department for Materials and Structures

Institutional repository: Repository GrAFOS

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Berbić, D. (2019). Parametarska studija utjecaja zidanog ispuna na ponašanje skeletne armiranobetonske konstrukcije (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:133:425406

Berbić, Denis. "Parametarska studija utjecaja zidanog ispuna na ponašanje skeletne armiranobetonske konstrukcije." Master's thesis, Josip Juraj Strossmayer University of Osijek, Faculty of Civil Engineering and Architecture Osijek, 2019. https://urn.nsk.hr/urn:nbn:hr:133:425406

Berbić, Denis. "Parametarska studija utjecaja zidanog ispuna na ponašanje skeletne armiranobetonske konstrukcije." Master's thesis, Josip Juraj Strossmayer University of Osijek, Faculty of Civil Engineering and Architecture Osijek, 2019. https://urn.nsk.hr/urn:nbn:hr:133:425406

Berbić, D. (2019). 'Parametarska studija utjecaja zidanog ispuna na ponašanje skeletne armiranobetonske konstrukcije', 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:133:425406

Berbić D. Parametarska studija utjecaja zidanog ispuna na ponašanje skeletne armiranobetonske konstrukcije [Master's thesis]. Osijek: Josip Juraj Strossmayer University of Osijek, Faculty of Civil Engineering and Architecture Osijek; 2019 [cited 2024 September 08] Available at: https://urn.nsk.hr/urn:nbn:hr:133:425406

D. Berbić, "Parametarska studija utjecaja zidanog ispuna na ponašanje skeletne armiranobetonske konstrukcije", Master's thesis, Josip Juraj Strossmayer University of Osijek, Faculty of Civil Engineering and Architecture Osijek, Osijek, 2019. Available at: https://urn.nsk.hr/urn:nbn:hr:133:425406

Metadata
TitleParametarska studija utjecaja zidanog ispuna na ponašanje skeletne armiranobetonske konstrukcije
Title (english)Parametric study of the influence of masonry infill on the behaviour of reinforced concrete skeleton structure
AuthorDenis Berbić
MentorIvan Kraus (mentor)
Committee memberDamir Markulak (predsjednik povjerenstva)
Committee memberIvan Kraus (član povjerenstva)
Committee memberGoran Gazić (član povjerenstva)
GranterJosip Juraj Strossmayer University of Osijek
Faculty of Civil Engineering and Architecture Osijek
(Department for Materials and Structures)
Osijek
Defense date and country2019-09-26, Croatia
Scientific / art field,
discipline and subdiscipline		TECHNICAL SCIENCES
Civil Engineering
Supporting Structures
Abstract
Prikazana je parametarska analiza armiranobetonskog okvira s ispunom izloženog djelovanju potresa kako bi se pokazalo da ne vrijedi uvriježena pretpostavka da se zidani ispun može zanemariti. Zidani ispun se ne uzima u obzir ili se u potpunosti izostavlja, a cilj rada je utvrditi utjecaj zidanog ispuna. Odabrana konstrukcija predstavlja tipsku konstrukciju karakterističnu za područje Slavonije. Razrađeno je više modela, od kojih osnovni bez zidanog ispuna i tri modela sa zidanim ispunom modeliranim na tri različita načina. Varirani su načini modeliranja zidanog ispuna i stupanj diskretizacije modela. Dobiveni su momenti savijanja i poprečne sile na stupovima, te pomaci konstrukcije. Rezultati su pokazali da zidani ispun dovodi do redukcije pomaka preko povećanja krutosti konstrukcije, te da bi se pri analizi konstrukcija trebao uključiti zidani ispun. Korišteni su sljedeći programi: SAP2000 i SeismoSignal.
Abstract (english)
The analysis of a reinforced-concrete frame with masonry infill subjected to seismic action was undertaken to demonstrate the invalidity of the widely accepted assumption that the masonry infill can be disregarded. Masonry infill is not taken into consideration or is completely disregarded. The main goal of this paper is to determine the influence of the masonry infill. The selected structural frame represents the typical construction type for Slavonia. Multiple models were made, single basic model without the infill and three models with the infill modelled in different ways. Modelling of the masonry infill was varied with different level of detail. The seismic response values were obtained. Results show that the inclusion of the masonry infill leads to increase in stiffness which in term leads to the reduction of the displacements, which means the masonry infill should be included in the analysis of the structure. Following software was used: SAP2000 and SeismoSignal.
Keywords
Keywords (english)
Languagecroatian
URN:NBNurn:nbn:hr:133:425406
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 on2019-10-09 07:55:42