prikaz prve stranice dokumenta Usporedba utjecaja zahtjeva duktilnosti kod dimenzioniranja armiranobetonskih zidova jezgre visoke zgrade
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master's thesis
Usporedba utjecaja zahtjeva duktilnosti kod dimenzioniranja armiranobetonskih zidova jezgre visoke zgrade
Zagreb: University of Zagreb, Faculty of Civil Engineering, 2022. urn:nbn:hr:237:912992
Čičak, Luka
University of Zagreb
Faculty of Civil Engineering
Structures

Institutional repository: Repository of the Faculty of Civil Engineering, University of Zagreb

Cite this document

Čičak, L. (2022). Usporedba utjecaja zahtjeva duktilnosti kod dimenzioniranja armiranobetonskih zidova jezgre visoke zgrade (Master's thesis). Zagreb: University of Zagreb, Faculty of Civil Engineering. Retrieved from https://urn.nsk.hr/urn:nbn:hr:237:912992

Čičak, Luka. "Usporedba utjecaja zahtjeva duktilnosti kod dimenzioniranja armiranobetonskih zidova jezgre visoke zgrade." Master's thesis, University of Zagreb, Faculty of Civil Engineering, 2022. https://urn.nsk.hr/urn:nbn:hr:237:912992

Čičak, Luka. "Usporedba utjecaja zahtjeva duktilnosti kod dimenzioniranja armiranobetonskih zidova jezgre visoke zgrade." Master's thesis, University of Zagreb, Faculty of Civil Engineering, 2022. https://urn.nsk.hr/urn:nbn:hr:237:912992

Čičak, L. (2022). 'Usporedba utjecaja zahtjeva duktilnosti kod dimenzioniranja armiranobetonskih zidova jezgre visoke zgrade', Master's thesis, University of Zagreb, Faculty of Civil Engineering, accessed 07 August 2024, https://urn.nsk.hr/urn:nbn:hr:237:912992

Čičak L. Usporedba utjecaja zahtjeva duktilnosti kod dimenzioniranja armiranobetonskih zidova jezgre visoke zgrade [Master's thesis]. Zagreb: University of Zagreb, Faculty of Civil Engineering; 2022 [cited 2024 August 07] Available at: https://urn.nsk.hr/urn:nbn:hr:237:912992

L. Čičak, "Usporedba utjecaja zahtjeva duktilnosti kod dimenzioniranja armiranobetonskih zidova jezgre visoke zgrade", Master's thesis, University of Zagreb, Faculty of Civil Engineering, Zagreb, 2022. Available at: https://urn.nsk.hr/urn:nbn:hr:237:912992

Metadata
TitleUsporedba utjecaja zahtjeva duktilnosti kod dimenzioniranja armiranobetonskih zidova jezgre visoke zgrade
Title (english)Comparison of ductility demands for design of reinforced concrete core walls of a tall building
AuthorLuka Čičak
MentorAnđelko Vlašić (mentor)
Committee memberJelena Bleiziffer (predsjednik povjerenstva)
Committee memberAna Mandić Ivanković (član povjerenstva)
Committee memberAnđelko Vlašić (član povjerenstva)
GranterUniversity of Zagreb
Faculty of Civil Engineering
(Structures)
Zagreb
Defense date and country2022-09-29, Croatia
Scientific / art field,
discipline and subdiscipline		TECHNICAL SCIENCES
Civil Engineering
Supporting Structures
Abstract
Tema rada je usporedba utjecaja zahtjeva duktilnosti kod dimenzioniranja armiranobetonskih zidova jezgre visoke građevine. Izrađena su tri modela konstrukcije sa različitim visinama, dok je tlocrtni raspored zadržan konstantan. Nakon obrađenog teoretskog dijela opisa duktilnog ponašanja tokom potresa, provedena je analiza opterećenja, a zatim je dimenzioniranje provedeno prema DCM i DCH varijantama proračuna. Za sve modele su promatrani zidovi u prizemlju gdje će se javiti najveće rezne sile. Kompletan proračun je proveden u skladu sa HRN EN 1998-1-1 te je u konačnici napravljena usporedba rezultata. Kako je unaprijed bilo poznato da su uvjeti za dimenzioniranje prema DCH stroži nego za DCM, početne pretpostavke da će postojati razlika u zahtijevanoj armaturi, naročito onoj za posmik, pokazale su se točnima.
Abstract (english)
The subject of the thesis is a comparison of the influence of ductility requirements in the design of reinforced concrete core walls in high-rise buildings. Three building models with different heights were created, keeping the floor plan constant. After the theoretical part, in which the ductile behaviour during an earthquake was described, the load analysis was performed, followed by the dimensioning according to the DCM and DCH calculation variants. In all models, the walls on the first floor, where the highest moments and forces occur, were considered. The entire calculation was performed according to HRN EN 1998-1-1 and a comparison of the results was made. As was known in advance, the conditions for design according to DCH are stricter than those according to DCM, so the initial assumptions that there would be a difference in the reinforcement required, especially that for shear, proved to be correct.
Keywords
Keywords (english)
Languagecroatian
URN:NBNurn:nbn:hr:237:912992
Study programmeTitle: Civil Engineering; specializations in: Construction Management, Transportation Engineering, Geotechnical Engineering, Hydraulic Engineering, Structural Engineering, Construction Materials, Theory and Modeling of Structures
Course: Construction Management
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 conditionsClosed access
Terms of useLicence In copyright icon
Created on2023-01-30 11:12:38