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master's thesis
Primjena kombinirane metode konačno-diskretnih elemenata pri seizmičkoj analizi zvonika Katedrale Sv. Duje u Splitu
diplomski rad
2024. urn:nbn:hr:123:504550
Marić, Ana
University of Split
Faculty of Civil Engineering, Architecture and Geodesy
Department of Theory of Structures

Cite this document

Marić, A. (2024). Primjena kombinirane metode konačno-diskretnih elemenata pri seizmičkoj analizi zvonika Katedrale Sv. Duje u Splitu : diplomski rad (Master's thesis). Split: University of Split, Faculty of Civil Engineering, Architecture and Geodesy. Retrieved from https://urn.nsk.hr/urn:nbn:hr:123:504550

Marić, Ana. "Primjena kombinirane metode konačno-diskretnih elemenata pri seizmičkoj analizi zvonika Katedrale Sv. Duje u Splitu : diplomski rad." Master's thesis, University of Split, Faculty of Civil Engineering, Architecture and Geodesy, 2024. https://urn.nsk.hr/urn:nbn:hr:123:504550

Marić, Ana. "Primjena kombinirane metode konačno-diskretnih elemenata pri seizmičkoj analizi zvonika Katedrale Sv. Duje u Splitu : diplomski rad." Master's thesis, University of Split, Faculty of Civil Engineering, Architecture and Geodesy, 2024. https://urn.nsk.hr/urn:nbn:hr:123:504550

Marić, A. (2024). 'Primjena kombinirane metode konačno-diskretnih elemenata pri seizmičkoj analizi zvonika Katedrale Sv. Duje u Splitu : diplomski rad', Master's thesis, University of Split, Faculty of Civil Engineering, Architecture and Geodesy, accessed 22 November 2024, https://urn.nsk.hr/urn:nbn:hr:123:504550

Marić A. Primjena kombinirane metode konačno-diskretnih elemenata pri seizmičkoj analizi zvonika Katedrale Sv. Duje u Splitu : diplomski rad [Master's thesis]. Split: University of Split, Faculty of Civil Engineering, Architecture and Geodesy; 2024 [cited 2024 November 22] Available at: https://urn.nsk.hr/urn:nbn:hr:123:504550

A. Marić, "Primjena kombinirane metode konačno-diskretnih elemenata pri seizmičkoj analizi zvonika Katedrale Sv. Duje u Splitu : diplomski rad", Master's thesis, University of Split, Faculty of Civil Engineering, Architecture and Geodesy, Split, 2024. Available at: https://urn.nsk.hr/urn:nbn:hr:123:504550

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Metadata
TitlePrimjena kombinirane metode konačno-diskretnih elemenata pri seizmičkoj analizi zvonika Katedrale Sv. Duje u Splitu : diplomski rad
Title (english)The Application of the Combined Finite-Discrete Element Method at Seismic Analysis of the Bell Tower of the Cathedral of St. Domnius in Split : Master's Thesis
AuthorAna Marić
MentorNikolina Živaljić (mentor)
MentorHrvoje Smoljanović (komentor)
Committee memberNikolina Živaljić (predsjednik povjerenstva)
Committee memberHrvoje Smoljanović (član povjerenstva)
Committee memberNives Brajčić Kurbaša (član povjerenstva)
GranterUniversity of Split
Faculty of Civil Engineering, Architecture and Geodesy
(Department of Theory of Structures)
Split
Defense date and country2024-09-06, Croatia
Scientific / art field,
discipline and subdiscipline		TECHNICAL SCIENCES
Civil Engineering
Supporting Structures
Abstract
U ovom radu provedena je analiza potresnog djelovanja istočnog pročelja zvonika Katedrale Sv. Duje u Splitu. Korištena je kombinirana metoda konačno-diskretnih elemenata putem seizmičke 2D analize istočnog pročelja zvonika. Za analizu su odabrana tri realna potresa: potres u Petrovcu 1979., Campano Lucanu 1980., te South Icelandu 2000. Podaci o horizontalnim i vertikalnim ubrzanjima ovih potresa korišteni su kao ulazni parametri za opterećenje konstrukcije. Rezultat rada je opis ponašanja konstrukcije tijekom potresnog djelovanja putem grafičkih prikaza na kojima su prikazani pomaci vrha konstrukcije.
Abstract (english)
In this study, an analysis of the seismic effects on the eastern facade of the bell tower of the Cathedral of St. Domnius in Split was conducted. A combined finite-discrete element method was used through a seismic 2D analysis on the eastern facade of the bell tower. Three real earthquakes were selected for the analysis: the earthquake in Petrovac in 1979., Campano Lucano in 1980. and South Iceland in 2000. Data on the horizontal and vertical accelerations of these earthquakes were used as input parameters for the structural loading. The result of the study is a description of the structural behavior during seismic activity, illustrated through graphic displays showing the displacements of the top of the structure.
Keywords
Keywords (english)
Languagecroatian
URN:NBNurn:nbn:hr:123:504550
Study programmeTitle: Civil Engineering
Study programme type: university
Study level: graduate
Academic / professional title: sveučilišni/sveučilišna magistar/magistra inženjer/inženjerka građevinarstva (sveučilišni/sveučilišna magistar/magistra inženjer/inženjerka građevinarstva)
Type of resourceText
File originBorn digital
Access conditionsOpen access
Terms of useLicence In copyright icon
Public notePredmet: Dinamika konstrukcija i potresno inženjerstvo
Created on2024-10-11 11:43:28