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master's thesis
Procjena potresnog ponašanja osječkih stambenih zgrada projektiranih 1964.godine
Osijek: Josip Juraj Strossmayer University of Osijek, Faculty of Civil Engineering and Architecture Osijek, 2023. urn:nbn:hr:133:365279
Nekić, Marko
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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Nekić, M. (2023). Procjena potresnog ponašanja osječkih stambenih zgrada projektiranih 1964.godine (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:133:365279

Nekić, Marko. "Procjena potresnog ponašanja osječkih stambenih zgrada projektiranih 1964.godine." Master's thesis, Josip Juraj Strossmayer University of Osijek, Faculty of Civil Engineering and Architecture Osijek, 2023. https://urn.nsk.hr/urn:nbn:hr:133:365279

Nekić, Marko. "Procjena potresnog ponašanja osječkih stambenih zgrada projektiranih 1964.godine." Master's thesis, Josip Juraj Strossmayer University of Osijek, Faculty of Civil Engineering and Architecture Osijek, 2023. https://urn.nsk.hr/urn:nbn:hr:133:365279

Nekić, M. (2023). 'Procjena potresnog ponašanja osječkih stambenih zgrada projektiranih 1964.godine', Master's thesis, Josip Juraj Strossmayer University of Osijek, Faculty of Civil Engineering and Architecture Osijek, accessed 07 May 2024, https://urn.nsk.hr/urn:nbn:hr:133:365279

Nekić M. Procjena potresnog ponašanja osječkih stambenih zgrada projektiranih 1964.godine [Master's thesis]. Osijek: Josip Juraj Strossmayer University of Osijek, Faculty of Civil Engineering and Architecture Osijek; 2023 [cited 2024 May 07] Available at: https://urn.nsk.hr/urn:nbn:hr:133:365279

M. Nekić, "Procjena potresnog ponašanja osječkih stambenih zgrada projektiranih 1964.godine", 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:133:365279

Metadata
TitleProcjena potresnog ponašanja osječkih stambenih zgrada projektiranih 1964.godine
Title (english)Seismic behaviour assessement of Osijek residential buildings designed in 1964
AuthorMarko Nekić
MentorIvan Kraus (mentor)
MentorIvana Brkanić Mihić (komentor)
Committee memberIvana Miličević (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 country2023-02-22, Croatia
Scientific / art field,
discipline and subdiscipline		TECHNICAL SCIENCES
Civil Engineering
Supporting Structures
Abstract
U radu je promatrano potresno ponašanje stambenih zgrada projektiranih 1964. godine na području grada Osijeka. Proizvoljno su odabrane dilatacije triju stambenih zgrada, prema kriteriju kvalitete i očuvanosti arhivske građe te postojanju vertikalnih armiranobetonskih elemenata. Promatrane zgrade modelirane su kao prostorni armiranobetonski okvirni sustavi sa zidanim ispunom zadanim u obliku linijskog opterećenja. Kako bi se istražio utjecaj ziđa na potresno ponašanje konstrukcije, izrađeni su i pomoćni sustavi prostornih armiranobetonskih okvira sa modeliranim zidanim ispunom.. Modeli su opterećeni stalnim opterećenjem u skladu s projektom usvojenim materijalima te promjenjivim opterećenjem u skladu s aktualnom normom (HRN EN 1991-1, HRN EN 1991-3). Primjenjena je materijalna i geometrijska linearnost konstrukcijskih elemenata. Korištena je linearna dinamička metoda proračuna, odnosno modalni proračun spektrima odziva. Proračun je proveden uporabom računalnog programa SAP2000. Potresno je opterećenje modelima zadano spektrima ubrzanja iz stvarnih zapisa potresa te spektrima ubrzanja prema trenutno važećoj normi (HRN EN 1998). Stvarni su zapisi korišteni pri usporedbi apsolutnih i relativnih pomaka. Kapacitet nosivosti zgrada određen je skaliranjem vrijednosti vršnog ubrzanja kao varijable normiranih spektara odziva, čime se daje ocjena potresnog ponašanja zgrada te prikaz kritičnih mjesta analiziranih konstrukcija.
Abstract (english)
In this thesis, the seismic behavior of residential buildings designed in 1964 in the city of Osijek has been observed. Expansions of three residential buildings were chosen arbitrarily, according to the criteria of quality and preservation of archival materials and the presence of vertical reinforced concrete elements. The observed buildings had been modeled as spatial reinforced concrete frame systems with masonry infill given in the form of line load. Auxiliary systems of spatial reinforced concrete frames with modeled masonry infill had also been modeled in order to investigate the influence of masonry on the seismic behavior of structures. The models had been loaded with a permanent load in accordance with a project documentation and imposed load in accordance with the current standard (HRN EN 1991-1, HRN EN 1991-3). The material and geometric linearity of construction elements was applied. The linear dynamic calculation method, i.e. response spectrum analysis was used. Structural analysis was performed using SAP2000 software. Earthquake load in the models was determined by using response spectrums from strong-motion records and response spectrums in correspondence with the currently valid standard (HRN EN 1998). Strong-motion records were used for the comparison of absolute and relative displacements. The bearing capacity of the buildings was determined by scaling the value of the peak ground acceleration as the variable of normalized response spectrum, which provides an assessment of the seismic behavior of the building and a presentation of the critical locations of the analyzed structures.
Keywords
Keywords (english)
Languagecroatian
URN:NBNurn:nbn:hr:133:365279
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 on2023-02-23 13:18:00