prikaz prve stranice dokumenta Definiranje područja ponašanja okvirnih armirano - betonskih konstrukcija pomoću metode postupnog guranja
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master's thesis
Definiranje područja ponašanja okvirnih armirano - betonskih konstrukcija pomoću metode postupnog guranja
2022. urn:nbn:hr:133:394987
Bradarić, Iva
Josip Juraj Strossmayer University of Osijek
Faculty of Civil Engineering and Architecture Osijek
Department for Technical Mechanics
Chair of Technical Mechanics

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Bradarić, I. (2022). Definiranje područja ponašanja okvirnih armirano - betonskih konstrukcija pomoću metode 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:133:394987

Bradarić, Iva. "Definiranje područja ponašanja okvirnih armirano - betonskih konstrukcija pomoću metode postupnog guranja." Master's thesis, Josip Juraj Strossmayer University of Osijek, Faculty of Civil Engineering and Architecture Osijek, 2022. https://urn.nsk.hr/urn:nbn:hr:133:394987

Bradarić, Iva. "Definiranje područja ponašanja okvirnih armirano - betonskih konstrukcija pomoću metode postupnog guranja." Master's thesis, Josip Juraj Strossmayer University of Osijek, Faculty of Civil Engineering and Architecture Osijek, 2022. https://urn.nsk.hr/urn:nbn:hr:133:394987

Bradarić, I. (2022). 'Definiranje područja ponašanja okvirnih armirano - betonskih konstrukcija pomoću metode postupnog guranja', Master's thesis, Josip Juraj Strossmayer University of Osijek, Faculty of Civil Engineering and Architecture Osijek, accessed 07 November 2024, https://urn.nsk.hr/urn:nbn:hr:133:394987

Bradarić I. Definiranje područja ponašanja okvirnih armirano - betonskih konstrukcija pomoću metode postupnog guranja [Master's thesis]. Osijek: Josip Juraj Strossmayer University of Osijek, Faculty of Civil Engineering and Architecture Osijek; 2022 [cited 2024 November 07] Available at: https://urn.nsk.hr/urn:nbn:hr:133:394987

I. Bradarić, "Definiranje područja ponašanja okvirnih armirano - betonskih konstrukcija pomoću metode postupnog guranja", 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:133:394987

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Metadata
TitleDefiniranje područja ponašanja okvirnih armirano - betonskih konstrukcija pomoću metode postupnog guranja
Title (english)Definition of the performance levels of reiforced concrete frames based on the pushover analysis results
AuthorIva Bradarić
MentorTanja Kalman Šipoš (mentor)
Committee memberHrvoje Draganić (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)
(Chair of Technical Mechanics)
Osijek
Defense date and country2022-09-30, Croatia
Scientific / art field,
discipline and subdiscipline		TECHNICAL SCIENCES
Civil Engineering
Supporting Structures
Abstract
U ovom diplomskom radu provedena je pushover analiza na dvjesto četrdeset i tri prostorna armirano betonska modela, kako bi se utvrdilo područje ponašanja istih pri potresu. Modeli koji su izrađeni su različite katnosti, broja raspona, duljine raspona, dimenzija stupa te koeficijenta armiranja. Za analizu je korištena statička nelinearna analiza jer ona daje pregled stvarnog ponašanja konstrukcije. Analizom su dobivene pushover krivulje iz kojih su preko međukatnih pomaka određena područja ponašanja konstrukcije. Usporedbom literature i rezultata analize utvrđeno je kako bi se granica pojave prve pukotine pri potresnom djelovanju trebala smanjiti.
Abstract (english)
In this thesis, a pushover analysis was performed on two hundred and forty-three spatial reinforced concrete models, in order to determine the performance levels of their behaviour during an earthquake. The models that have been made differ in number of storeys, number of bays, bay length, column dimensions and reinforcement coefficients. Static nonlinear analysis is used for the analysis because it provides an overview of the actual behaviour of structures. Through the analysis, capacity curves were obtained from which the behaviour areas of the structures were determined through the interstory drifts. By comparing the literature and the results of the analysis in this thesis, it was determined that the limit of the appearance of the first crack under seismic action should be reduced.
Keywords
Keywords (english)
Languagecroatian
URN:NBNurn:nbn:hr:133:394987
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 13:15:37