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master's thesis
Proračun požarne otpornosti čelične konstrukcije
Osijek: Josip Juraj Strossmayer University of Osijek, Faculty of Civil Engineering and Architecture Osijek, 2019. urn:nbn:hr:133:269461
Ćoralić, Nevena
Josip Juraj Strossmayer University of Osijek
Faculty of Civil Engineering and Architecture Osijek
Department for Materials and Structures

Institutional repository: Repository GrAFOS

Cite this document

Ćoralić, N. (2019). Proračun požarne otpornosti čelične 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:133:269461

Ćoralić, Nevena. "Proračun požarne otpornosti čelične 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:133:269461

Ćoralić, Nevena. "Proračun požarne otpornosti čelične 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:133:269461

Ćoralić, N. (2019). 'Proračun požarne otpornosti čelične konstrukcije', Master's thesis, Josip Juraj Strossmayer University of Osijek, Faculty of Civil Engineering and Architecture Osijek, accessed 12 May 2024, https://urn.nsk.hr/urn:nbn:hr:133:269461

Ćoralić N. Proračun požarne otpornosti čelične konstrukcije [Master's thesis]. Osijek: Josip Juraj Strossmayer University of Osijek, Faculty of Civil Engineering and Architecture Osijek; 2019 [cited 2024 May 12] Available at: https://urn.nsk.hr/urn:nbn:hr:133:269461

N. Ćoralić, "Proračun požarne otpornosti čelične 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:133:269461

Metadata
TitleProračun požarne otpornosti čelične konstrukcije
Title (english)Fire resistance design of steel structure
AuthorNevena Ćoralić
MentorIvan Radić (mentor)
Committee memberTihomir Dokšanović (predsjednik povjerenstva)
Committee memberIvan Radić (član povjerenstva)
Committee memberHrvoje Draganić (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
Djelovanje požara predstavlja nepovoljan učinak na čelične konstrukcije. Stoga je veoma bitno pri proračunu uzeti u obzir djelovanje požara da bi se spriječili ogromni ljudski te materijalni gubici koji pri tome nastaju. Svrha ovog rada bila je, uz dimenzioniranje glavnih elemenata konstrukcije za mjerodavnu kombinaciju djelovanja prema važećim normama HRN EN 1990, HRN EN 1991 i HRN EN 1993, proračunati otpornost na požar prema HRN EN 1991-1-2 i HRN EN 1993-1-2. Zahtijevana je požarna otpornost od 60 minuta za analizirane elemente. Proračunom je utvrđeno da nezaštićeni čelični elementi ne zadovoljavaju zahtijevanu otpornost na požar te je predviđena zaštita elementa oblaganjem, a za to je odabrana gips kartonska ploča. Nakon provedenog proračuna zaštićenih elemenata bilo je potrebno napraviti usporedbu dobivenih rezultata nezaštićenih čeličnih elemenata sa zaštićenima te se može zaključiti da elementi zaštićeni oblaganjem zadovoljavaju traženu otpornost na požar od 60 minuta.
Abstract (english)
Fire performance has an unfavorable effect on steel structures. Therefore, it is very important to consider the effects of fire during calculations, to prevent the enormous human and material losses caused by the fire. The purpose of this work was to calculate fire resistance according to HRN EN 1991-1-2 and HRN EN 1993-1-2 in addition to sizing the main structural elements for the relevant combination of action according to the applicable standards HRN EN 1990, HRN EN 1991 and HRN EN 1993. A 60 minute fire resistance was required for the analyzed elements. The calculation found that unprotected steel elements did not satisfy the required fire resistance so provided protection for the element by lining for this purpose is a gypsum board. After conducted calculation of protected elements, it was necessary to compare the obtained results of unprotected steel elements with the protected ones, and it can be concluded that lining protected elements satisfy the required fire resistance of 60 minutes.
Keywords
Keywords (english)
Languagecroatian
URN:NBNurn:nbn:hr:133:269461
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 on2019-10-04 10:36:34