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master's thesis
105   34
SEISMIC DESIGN OF MULTISTORY STEEL BUILDING
Andrej Cvijanović (2017)
Josip Juraj Strossmayer University of Osijek
Faculty of Civil Engineering and Architecture Osijek
Department for Materials and Structures
Chair of Masonry, Timber and Metal Structures
Cite this document...

Cvijanović, A. (2017). SEIZMIČKI PRORAČUN VIŠEETAŽNE ČELIČNE ZGRADE (Master's thesis). Retrieved from https://urn.nsk.hr/urn:nbn:hr:133:778696

Cvijanović, Andrej. "SEIZMIČKI PRORAČUN VIŠEETAŽNE ČELIČNE ZGRADE." Master's thesis, Josip Juraj Strossmayer University of Osijek, Faculty of Civil Engineering and Architecture Osijek, 2017. https://urn.nsk.hr/urn:nbn:hr:133:778696

Cvijanović, Andrej. "SEIZMIČKI PRORAČUN VIŠEETAŽNE ČELIČNE ZGRADE." Master's thesis, Josip Juraj Strossmayer University of Osijek, Faculty of Civil Engineering and Architecture Osijek, 2017. https://urn.nsk.hr/urn:nbn:hr:133:778696

Cvijanović, A. (2017). 'SEIZMIČKI PRORAČUN VIŠEETAŽNE ČELIČNE ZGRADE', Master's thesis, Josip Juraj Strossmayer University of Osijek, Faculty of Civil Engineering and Architecture Osijek, accessed 16 February 2019, https://urn.nsk.hr/urn:nbn:hr:133:778696

Cvijanović A. SEIZMIČKI PRORAČUN VIŠEETAŽNE ČELIČNE ZGRADE [Master's thesis]. Osijek: Josip Juraj Strossmayer University of Osijek, Faculty of Civil Engineering and Architecture Osijek; 2017 [cited 2019 February 16] Available at: https://urn.nsk.hr/urn:nbn:hr:133:778696

A. Cvijanović, "SEIZMIČKI PRORAČUN VIŠEETAŽNE ČELIČNE ZGRADE", Master's thesis, Josip Juraj Strossmayer University of Osijek, Faculty of Civil Engineering and Architecture Osijek, Osijek, 2017. Available at: https://urn.nsk.hr/urn:nbn:hr:133:778696

Metadata
TitleSEIZMIČKI PRORAČUN VIŠEETAŽNE ČELIČNE ZGRADE
AuthorAndrej Cvijanović
Mentor(s)Damir Markulak (thesis advisor)
Abstract
Cilj diplomskog rada je dimenzionirati konstrukcijske elemente čelične višeetažne zgrade locirane u gradu Osijeku koja je po svojoj namjeni hotel. Zgrada je pravokutnog oblika, tlocrnih dimenzija 28 x 48 metara. Visina zgrade je 22 metra, a u sredini tlocrta se nalazi galerija dimenzija 14 x 16 metara i visine 10 metara. Zgrada je u oba smjera pridržana vertikalnim stabilizacijskim veznim sustavima. Ulogu horizontalne stabilizacije preuzima armiranobetonska međukatna konstrukcija. Za stupove su korišteni HEB i HEM profili, a grede HEA i HEB. U radu je izvršen proračun potresne sile ekvivalentnom statičkom metodom i provjera konstrukcije i njezinih elemenata prema zahtjevima propisanim u normi HRN EN 1998-1:2011. Za modeliranje konstrukcije je korišten programski paket „Autodesk Robot Structural Analysis Professional 2016“. U svrhu potresne analize je izrađen prostorni model. Rad također obuhvaća proračun karakterističnih priključaka te grafičke priloge detalja.
Parallel title (English)SEISMIC DESIGN OF MULTISTORY STEEL BUILDING
Committee MembersIvan Radić (committee chairperson)
Damir Markulak (committee member)
Hrvoje Draganić (committee member)
GranterJosip Juraj Strossmayer University of Osijek
Faculty of Civil Engineering and Architecture Osijek
Lower level organizational unitsDepartment for Materials and Structures
Chair of Masonry, Timber and Metal Structures
PlaceOsijek
StateCroatia
Scientific field, discipline, subdisciplineTECHNICAL SCIENCES
Civil Engineering
Supporting Structures
Study programme typeuniversity
Study levelgraduate
Study programmeUniversity graduate study in civil engineering; specializations in: Hydraulic engineering, Supporting structures, Construction management and technology, Transportation engineering
Study specializationSupporting structures
Academic title abbreviationmag.ing.aedif.
Genremaster's thesis
Language Croatian
Defense date2017-09-28
Parallel keywords (Croatian)višeetažna zgrada čelične konstrukcije potres dimenzioniranje proračun priključak
Resource typetext
Access conditionAccess restricted to students and staff of home institution
Terms of usehttp://rightsstatements.org/vocab/InC/1.0/
URN:NBNhttps://urn.nsk.hr/urn:nbn:hr:133:778696