prikaz prve stranice dokumenta Damage Evaluation and Seismic Assessment of a Typical Historical Unreinforced Masonry Building in the Zagreb 2020 Earthquake: A Case Study—Part I
  Download
PDF 13.25 MB
Scientific paper - Original scientific paper
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

Institutional repository: Repository of the Faculty of Science

Cite this document

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, no. 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 and 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, no. 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, and 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]. 2024 February 08 [cited 2024 July 11];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, no. 2, February 2024. [Online]. Available at: https://urn.nsk.hr/urn:nbn:hr:217:959895. [Accessed: 11 July 2024]

Metadata
Title (english)Damage Evaluation and Seismic Assessment of a Typical Historical Unreinforced Masonry Building in the Zagreb 2020 Earthquake: A Case Study—Part I
AuthorMario Uroš
AuthorMarija Demšić
AuthorMarta Šavor Novak
AuthorJosip Atalić
AuthorMaja Baniček
AuthorRomano Jevtić Rundek
AuthorIvan Duvnjak
AuthorJanko Košćak
AuthorAnte Pilipović
AuthorSnježan Prevolnik
Author's institutionUniversity of Zagreb
Faculty of Science
(Department of Physics)
Scientific / art field,
discipline and subdiscipline		NATURAL SCIENCES
Physics
Abstract (english)
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.
Keywords (english)
Languageenglish
Publication typeScientific paper - Original scientific paper
Publication statusPublished
Peer reviewPeer review - international
Publication versionPublished version
Journal titleBuildings
Numberingvol. 14, no. 2, 474
e-ISSN2075-5309
DOIhttps://doi.org/10.3390/buildings14020474
URN:NBNurn:nbn:hr:217:959895
Publication2024-02-08
ProjectNumber: UIP-2020-02-1128
Title (croatian): NOVI MODELI OŠTETLJIVOSTI TIPIČNIH ZGRADA U URBANIM PODRUČJIMA: primjene pri procjeni seizmičkog rizika i metodologiji ciljanih ojačanja
Title (english): NEW VULNERABILITY MODELS OF TYPICAL BUILDINGS IN URBAN AREAS: applications to seismic risk assessment and target retrofitting methodology
Acronym: 2BESAFE
Leader: Mario Uroš
Jurisdiction: Croatia
Funding stream: Installation Research Projects
Document URLhttps://www.mdpi.com/2075-5309/14/2/474
Type of resourceText
Access conditionsOpen access
Terms of useLicence Attribution 4.0 International (CC BY 4.0) icon
Public note© 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.
Created on2024-06-10 12:43:54