prikaz prve stranice dokumenta Učinak pregradnih zidova na potresnu otpornost zidane zgrade s drvenim stropovima
Access restricted to students and staff of home institution
master's thesis
Učinak pregradnih zidova na potresnu otpornost zidane zgrade s drvenim stropovima
2022. urn:nbn:hr:157:653181
Loina, Sara
University of Rijeka
Faculty of Civil Engineering

Cite this document

Loina, S. (2022). Učinak pregradnih zidova na potresnu otpornost zidane zgrade s drvenim stropovima (Master's thesis). Rijeka: University of Rijeka, Faculty of Civil Engineering. Retrieved from https://urn.nsk.hr/urn:nbn:hr:157:653181

Loina, Sara. "Učinak pregradnih zidova na potresnu otpornost zidane zgrade s drvenim stropovima." Master's thesis, University of Rijeka, Faculty of Civil Engineering, 2022. https://urn.nsk.hr/urn:nbn:hr:157:653181

Loina, Sara. "Učinak pregradnih zidova na potresnu otpornost zidane zgrade s drvenim stropovima." Master's thesis, University of Rijeka, Faculty of Civil Engineering, 2022. https://urn.nsk.hr/urn:nbn:hr:157:653181

Loina, S. (2022). 'Učinak pregradnih zidova na potresnu otpornost zidane zgrade s drvenim stropovima', Master's thesis, University of Rijeka, Faculty of Civil Engineering, accessed 18 November 2024, https://urn.nsk.hr/urn:nbn:hr:157:653181

Loina S. Učinak pregradnih zidova na potresnu otpornost zidane zgrade s drvenim stropovima [Master's thesis]. Rijeka: University of Rijeka, Faculty of Civil Engineering; 2022 [cited 2024 November 18] Available at: https://urn.nsk.hr/urn:nbn:hr:157:653181

S. Loina, "Učinak pregradnih zidova na potresnu otpornost zidane zgrade s drvenim stropovima", Master's thesis, University of Rijeka, Faculty of Civil Engineering, Rijeka, 2022. Available at: https://urn.nsk.hr/urn:nbn:hr:157:653181

Please login to the repository to save this object to your list.
Metadata
TitleUčinak pregradnih zidova na potresnu otpornost zidane zgrade s drvenim stropovima
Title (english)Effect of Partition Walls on Seismic Resistance of a Masonry Building With Timber Floor Structures
AuthorSara Loina
MentorDavor Grandić (mentor)
MentorPaulo Šćulac (komentor)
Committee memberAdriana Bjelanović (predsjednik povjerenstva)
Committee memberPaulo Šćulac (član povjerenstva)
Committee memberDavor Grandić (član povjerenstva)
GranterUniversity of Rijeka
Faculty of Civil Engineering
Rijeka
Defense date and country2022-03-08, Croatia
Scientific / art field,
discipline and subdiscipline		TECHNICAL SCIENCES
Civil Engineering
Supporting Structures
Abstract
U ovom diplomskom radu proveden je teorijski pregled i numerička analiza tradicionalne zidane zgrade iz 19. stoljeća na potresnu otpornost. Prikazuju se podaci postojećeg stanja konstrukcije koje je potrebno poznavati prije druge faze obnove zgrada oštećenih u potresu, odnosno popravka konstrukcije. Posebna pozornost posvećena je nelinearnom statičkom proračunu postupnog guranja (eng. pushover analysis) temeljenom na pomacima. Za provedbu nelinearnog statičkog proračuna konstrukcije zidane zgrade koristio se programski paket 3Muri, koji je specijaliziran za potresnu analizu konstrukcija izvedenih od zidanih i mješovitih materijala. Naglasak se stavlja na promatranje utjecaja pregradnih zidova na cjelokupnu nosivost konstrukcije, prema čemu su se modelirala dva različita modela zgrade, sa i bez pregradnih zidova. Provedbom proračuna, prikazani su dobiveni rezultati kao usporedba dvaju modela prema kojima će se zaključiti tema istraživanja ovog rada.
Abstract (english)
In this graduate thesis, a theoretical overview and numerical analysis of a traditional masonry building from the 19th century was conducted to earthquake resistance. This thesis presents data on the current condition of the structure that need to be known before the second phase of reconstruction of buildings damaged in earthquake, ie repair of the structure. Special attention is paid to the non-linear static analysis, known as pushover analysis based on displacements. The 3Muri software package, which specializes in seismic analysis of structures made of masonry and mixed materials, was used to perform a pushover analysis of masonry building. Emphasis is placed on observing the impact of partition walls on the overall load-bearing capacity of the structure, according to which two different models of the building were modeled, with and without partition walls. By performing the calculation, the obtained results are presented as a comparison of two models according to which the research topic of this paper will be concluded.
Keywords
Keywords (english)
Languagecroatian
URN:NBNurn:nbn:hr:157:653181
ProjectNumber: uniri-tehnic-18-127
Title: Poboljšanje proračunskih modela za ocjenu stanja građevinskih konstrukcija
Title: Improvement of design models for condition assessment of structures
Leader: Ivana Štimac Grandić
Jurisdiction: Croatia
Funder: NadSve
Funding stream: Sveučilište u Rijeci
Study programmeTitle: Civil Engineering; specializations in: Geotechnical Engineering, Hydraulic Engineering, Engineering Modelling, Structural Engineering, Transportation Engineering, Urban Engineering
Course: Structural Engineering
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 on2022-03-24 11:28:31