prikaz prve stranice dokumenta Inkrementalna dinamička analiza na primjeru AB okvirne zgrade
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master's thesis
Inkrementalna dinamička analiza na primjeru AB okvirne zgrade
Osijek: Josip Juraj Strossmayer University of Osijek, Faculty of Civil Engineering and Architecture Osijek, 2020. urn:nbn:hr:133:423768
Antunović, Luka
Josip Juraj Strossmayer University of Osijek
Faculty of Civil Engineering and Architecture Osijek
Department for Technical Mechanics

Cite this document

Antunović, L. (2020). Inkrementalna dinamička analiza na primjeru AB okvirne zgrade (Master's thesis). Retrieved from https://urn.nsk.hr/urn:nbn:hr:133:423768

Antunović, Luka. "Inkrementalna dinamička analiza na primjeru AB okvirne zgrade." Master's thesis, Josip Juraj Strossmayer University of Osijek, Faculty of Civil Engineering and Architecture Osijek, 2020. https://urn.nsk.hr/urn:nbn:hr:133:423768

Antunović, Luka. "Inkrementalna dinamička analiza na primjeru AB okvirne zgrade." Master's thesis, Josip Juraj Strossmayer University of Osijek, Faculty of Civil Engineering and Architecture Osijek, 2020. https://urn.nsk.hr/urn:nbn:hr:133:423768

Antunović, L. (2020). 'Inkrementalna dinamička analiza na primjeru AB okvirne zgrade', Master's thesis, Josip Juraj Strossmayer University of Osijek, Faculty of Civil Engineering and Architecture Osijek, accessed 26 March 2023, https://urn.nsk.hr/urn:nbn:hr:133:423768

Antunović L. Inkrementalna dinamička analiza na primjeru AB okvirne zgrade [Master's thesis]. Osijek: Josip Juraj Strossmayer University of Osijek, Faculty of Civil Engineering and Architecture Osijek; 2020 [cited 2023 March 26] Available at: https://urn.nsk.hr/urn:nbn:hr:133:423768

L. Antunović, "Inkrementalna dinamička analiza na primjeru AB okvirne zgrade", Master's thesis, Josip Juraj Strossmayer University of Osijek, Faculty of Civil Engineering and Architecture Osijek, Osijek, 2020. Available at: https://urn.nsk.hr/urn:nbn:hr:133:423768

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Metadata
TitleInkrementalna dinamička analiza na primjeru AB okvirne zgrade
Title (english)Incremental dynamic analysis of RC framed building
AuthorLuka Antunović
MentorTanja Kalman Šipoš (mentor)
Committee memberIvana Miličević (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 country2020-09-30, Croatia
Scientific / art field,
discipline and subdiscipline		TECHNICAL SCIENCES
Basic Technical Sciences
Technical Mechanics (Mechanics of Rigid and Deformable Bodies)
Abstract
U okviru diplomskog rada provedena je inkrementalna dinamička analiza triju okvirnih AB prostornih modela koji se razlikuju prema obliku konstrukcije. Model A je osnovni referentni te je u potpunosti simetričan i u tlorisu i u pogledu, model S predstavlja konstruktivni sustav koji je simetričan oko srednje osi u pogledu, a model N konstruktivni sustav koji je nesimetričan. Svi modeli su modelirani kao nelinearni pri čemu su u obzir obuhvaćene nelinearnosti modela materijala te plastičnosti elemenata. Modeli su opterećeni skupinama zapisa potresa definiranih spektrom odgovora na osnovu maksimalnih ubrzanja tla: 0,1 g, 0,2 g i 0,3 g. Provedena je inkrementalna dinamička analiza, definirane su IDA krivulje, krivulje oštetljivosti te procjenjene vjerojatnosti otkazivanja nosivosti i oštetljivosti konstrukcije u ovisnosti o vrijednostima međukatnih pomaka. Napravljena je usporedba rezultata te su dani zaključci i prijedlozi primjene nelinearnih modela.
Abstract (english)
Within the master’s thesis, an incremental dynamic analysis was preformed for three framework RC spatial models that differ according to the shape of the structure. Model A is the basic reference and is completely symmetrical both in floor plan and in view, model S is a structural system that is symmetrical about the middle axis in view, and model N is a structural system that is asymmetrical. All models were modeled as nonlinear, taking into account the nonlinearities of the material model and the plasticity of the elements. The models are loaded with groups of seismic records defined by the response spectrum based on maximum soil accelerations: 0.1 g, 0.2 g and 0.3 g. Incremental dynamic analysis was performed, IDA curves, vulnerability curves were defined, and the probabilities of bearing failure and structural damage were estimated depending on the values of interstory drift ratios. A comparison of the results is made and conclusions and suggestions for the application of nonlinear models are given.
Keywords
Keywords (english)
Languagecroatian
URN:NBNurn:nbn:hr:133:423768
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
RepositoryRepository GrAFOS
Created on2020-12-11 10:56:31