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Damage Evaluation and Seismic Assessment of a Typical Historical Unreinforced Masonry Building in the Zagreb 2020 Earthquake: A Case Study—Part I
Buildings, 14 (2024), 2; 474. https://doi.org/10.3390/buildings14020474
Uroš, Mario; Demšić, Marija; Šavor Novak, Marta; Atalić, Josip; Baniček, Maja; Jevtić Rundek, Romano; Duvnjak, Ivan; Košćak, Janko; Pilipović, Ante; Prevolnik, Snježan

Institucijski repozitorij: Repozitorij Prirodoslovno-matematičkog fakulteta

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Uroš, M., Demšić, M., Šavor Novak, M., Atalić, J., Baniček, M., Jevtić Rundek, R. ... Prevolnik, S. (2024). Damage Evaluation and Seismic Assessment of a Typical Historical Unreinforced Masonry Building in the Zagreb 2020 Earthquake: A Case Study—Part I. Buildings, 14. (2). doi: 10.3390/buildings14020474

Uroš, Mario, et al. "Damage Evaluation and Seismic Assessment of a Typical Historical Unreinforced Masonry Building in the Zagreb 2020 Earthquake: A Case Study—Part I." Buildings, vol. 14, br. 2, 2024. https://doi.org/10.3390/buildings14020474

Uroš, Mario, Marija Demšić, Marta Šavor Novak, Josip Atalić, Maja Baniček, Romano Jevtić Rundek, Ivan Duvnjak, Janko Košćak, Ante Pilipović i Snježan Prevolnik. "Damage Evaluation and Seismic Assessment of a Typical Historical Unreinforced Masonry Building in the Zagreb 2020 Earthquake: A Case Study—Part I." Buildings 14, br. 2 (2024). https://doi.org/10.3390/buildings14020474

Uroš, M., et al. (2024) 'Damage Evaluation and Seismic Assessment of a Typical Historical Unreinforced Masonry Building in the Zagreb 2020 Earthquake: A Case Study—Part I', Buildings, 14(2). doi: 10.3390/buildings14020474

Uroš M, Demšić M, Šavor Novak M, Atalić J, Baniček M, Jevtić Rundek R, i sur.. Damage Evaluation and Seismic Assessment of a Typical Historical Unreinforced Masonry Building in the Zagreb 2020 Earthquake: A Case Study—Part I. Buildings [Internet]. 08.02.2024. [pristupljeno 25.12.2024.];14(2). doi: 10.3390/buildings14020474

M. Uroš, et al., "Damage Evaluation and Seismic Assessment of a Typical Historical Unreinforced Masonry Building in the Zagreb 2020 Earthquake: A Case Study—Part I", Buildings, vol. 14, br. 2, Veljača 2024. [Online]. Dostupno na: https://urn.nsk.hr/urn:nbn:hr:217:959895. [Citirano: 25.12.2024.]

Za citiranje koristite ovu mrežnu adresu: https://urn.nsk.hr/urn:nbn:hr:217:959895
Podaci o radu
Naslov (engleski)Damage Evaluation and Seismic Assessment of a Typical Historical Unreinforced Masonry Building in the Zagreb 2020 Earthquake: A Case Study—Part I
AutorMario Uroš
AutorMarija Demšić
AutorMarta Šavor Novak
AutorJosip Atalić
AutorMaja Baniček
AutorRomano Jevtić Rundek
AutorIvan Duvnjak
AutorJanko Košćak
AutorAnte Pilipović
AutorSnježan Prevolnik
Autorova ustanovaSveučilište u Zagrebu
Prirodoslovno-matematički fakultet
(Fizički odsjek)
Znanstveno / umjetničko
područje, polje i grana		PRIRODNE ZNANOSTI
Fizika
Sažetak (engleski)
The city of Zagreb, the national capital and economic hub of Croatia, is situated in a seismically active region and hosts a significant array of historical buildings, from the medieval to Austro-Hungarian periods. These buildings possess varying but generally high degrees of vulnerability to seismic loading. This was highlighted in the Zagreb earthquake of 22 March 2020, emphasizing the need for seismic retrofitting in order to preserve this architectural heritage. In this paper, the seismic capacity of one such unreinforced masonry building is considered through a number of analysis methods, including response spectrum, pushover, and out-of-plane wall failure analyses. Given the advantages and disadvantages of the individual methods, their applicability and value in a seismic analysis is considered. Ambient vibration measurements before and after the Zagreb 2020 earthquake, used for model calibration, are also presented. Conclusions are drawn from each individual analysis and later compared. In conclusion, no single analysis method considers all relevant failure modes, and a combination of nonlinear static or dynamic analysis and out-of-plane analysis is recommended. Due to the large volume of the material, it is published in two parts, with ground motion record selection, dynamic analysis, and a comparison of the results published in part two.
Ključne riječi (engleski)
Jezikengleski
Vrsta publikacijeZnanstveni rad - Izvorni znanstveni rad
Status objaveObjavljen
Vrsta recenzijeRecenziran - međunarodna recenzija
Verzija publikacijeObjavljena verzija rada (izdavačev PDF)
Naslov časopisaBuildings
Brojčani podacivol. 14, br. 2, 474
e-ISSN2075-5309
DOIhttps://doi.org/10.3390/buildings14020474
URN:NBNurn:nbn:hr:217:959895
Datum objave publikacije2024-02-08
ProjektŠifra: UIP-2020-02-1128
Naziv (hrvatski): NOVI MODELI OŠTETLJIVOSTI TIPIČNIH ZGRADA U URBANIM PODRUČJIMA: primjene pri procjeni seizmičkog rizika i metodologiji ciljanih ojačanja
Naziv (engleski): NEW VULNERABILITY MODELS OF TYPICAL BUILDINGS IN URBAN AREAS: applications to seismic risk assessment and target retrofitting methodology
Kratica: 2BESAFE
Voditelj: Mario Uroš
Pravna nadležnost: Hrvatska
Financijer: Hrvatska zaklada za znanost
Linija financiranja: Installation Research Projects
URL dokumentahttps://www.mdpi.com/2075-5309/14/2/474
Vrsta resursaTekst
Prava pristupaOtvoreni pristup
Uvjeti korištenjaIkona licence Imenovanje 4.0 međunarodna (CC BY 4.0)
Javna napomena© 2024 by the authors. Licensee MDPI, Basel, Switzerland. This article is an open access article distributed under the terms and conditions of the Creative Commons Attribution (CC BY) license (https:// creativecommons.org/licenses/by/ 4.0/). Received: 10 January 2024; Revised: 5 February 2024; Accepted: 5 February 2024; Published: 8 February 2024.
Datum i vrijeme pohrane2024-06-10 12:43:54