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master's thesis
PRORAČUN ČELIČNE KONSTRUKCIJE VIŠEETAŽNE GRAĐEVNE
2020. urn:nbn:hr:133:624604
Novaković, Aleksandar
Josip Juraj Strossmayer University of Osijek
Faculty of Civil Engineering and Architecture Osijek
Department for Materials and Structures

Cite this document

Novaković, A. (2020). PRORAČUN ČELIČNE KONSTRUKCIJE VIŠEETAŽNE GRAĐEVNE (Master's thesis). Retrieved from https://urn.nsk.hr/urn:nbn:hr:133:624604

Novaković, Aleksandar. "PRORAČUN ČELIČNE KONSTRUKCIJE VIŠEETAŽNE GRAĐEVNE." Master's thesis, Josip Juraj Strossmayer University of Osijek, Faculty of Civil Engineering and Architecture Osijek, 2020. https://urn.nsk.hr/urn:nbn:hr:133:624604

Novaković, Aleksandar. "PRORAČUN ČELIČNE KONSTRUKCIJE VIŠEETAŽNE GRAĐEVNE." Master's thesis, Josip Juraj Strossmayer University of Osijek, Faculty of Civil Engineering and Architecture Osijek, 2020. https://urn.nsk.hr/urn:nbn:hr:133:624604

Novaković, A. (2020). 'PRORAČUN ČELIČNE KONSTRUKCIJE VIŠEETAŽNE GRAĐEVNE', Master's thesis, Josip Juraj Strossmayer University of Osijek, Faculty of Civil Engineering and Architecture Osijek, accessed 25 September 2020, https://urn.nsk.hr/urn:nbn:hr:133:624604

Novaković A. PRORAČUN ČELIČNE KONSTRUKCIJE VIŠEETAŽNE GRAĐEVNE [Master's thesis]. Osijek: Josip Juraj Strossmayer University of Osijek, Faculty of Civil Engineering and Architecture Osijek; 2020 [cited 2020 September 25] Available at: https://urn.nsk.hr/urn:nbn:hr:133:624604

A. Novaković, "PRORAČUN ČELIČNE KONSTRUKCIJE VIŠEETAŽNE GRAĐEVNE", 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:133:624604

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Metadata
TitlePRORAČUN ČELIČNE KONSTRUKCIJE VIŠEETAŽNE GRAĐEVNE
Title (english)DESIGN OF MULTISTOREY STEEL BUILDING
AuthorAleksandar Novaković
MentorDamir Markulak (mentor)
MentorTihomir Dokšanović (komentor)
Committee memberHrvoje Draganić (predsjednik povjerenstva)
Committee memberDamir Markulak (član povjerenstva)
Committee memberTihomir Dokšanović (član povjerenstva)
GranterJosip Juraj Strossmayer University of Osijek
Faculty of Civil Engineering and Architecture Osijek
(Department for Materials and Structures)
Osijek
Defense date and country2020-07-16, Croatia
Scientific / art field,
discipline and subdiscipline		TECHNICAL SCIENCES
Civil Engineering
Supporting Structures
Abstract
Tema diplomskog rada je dimenzioniranje konstrukcijskih elemenata višeetažne čelične zgrade na nepotresna djelovanja i djelovanje potresa. Zadana konstrukcija je tlocrtno pravokutnog oblika s dimenzijama 48x35 m. Visina zgrade je 14,5 m, te se sastoji od 4 etaže. Visina prizemlja je 4 m dok su ostale etaže visine 3,5 m. Namjena prostora zgrade je poslovne prirode, a objekt se nalazi u Osijeku. Statički sustav konstrukcije je takav da se bočna opterećenja preuzimaju savijanjem stupova i greda. Grede na koje se oslanjaju sekundarni nosači su IPE profili, a grede u okomitom smjeru su HEA profili. Za sekundarne nosače korišteni su HEA profili. Odabrani profili stupova su HEB profili. Unutarnji stupovi su izvedeni kao dvostruki (križni) stupovi od dva HEB profila gdje je jedan od njih prerezan na pola visine i zatim zavaren sa strana polovice drugog profila. Armiranobetonska ploča debljine je 15 cm te je definirana kao horizontalna dijafragma. Za modeliranje konstrukcije korišten je računalni program Autodesk Robot Structural Analysis 2020. U radu se također nalazi i proračun priključaka koji su modelirani u računalnom programu IDEA StatiCa 10.1. Na kraju su prikazani grafički prilozi konstrukcije koji obuhvaćaju tlocrte, presjeke i karakteristične detalje.
Abstract (english)
This master thesis presents the design of structural members of a multi-storey steel building to non-seismic and seismic effects. The structure is rectangular in plan, with dimensions of 48x35 m. The height of the building is 14.5 m, and it consists of 4 floors. The height of the ground floor is 4 m, while other floors are 3.5 m high. The building is to be used for office areas, located in Osijek, Croatia. The static system of the structure is such that lateral loads are resisted by bending of the columns and beams. The beams on which the secondary girders rest are IPE profiles, and the beams perpendicular to them are HEA profiles. HEA profiles were used for secondary girders. The columns are HEB profiles, with inner columns made as double (cross) HEB profiles, where one of them is cut in half-height and then welded on both sides of the other profile. The reinforced concrete slab is 15 cm thick and is defined as a horizontal diaphragm. Autodesk Robot Structural Analysis 2020 was used to model the structure. The thesis also includes the design of connections, modelled in IDEA StatiCa 10.1. Finally, structural drawings are presented, which include floor plans, cross-sections and characteristic details.
Keywords
Keywords (english)
Languagecroatian
URN:NBNurn:nbn:hr:133:624604
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 on2020-07-22 09:34:09