Pregled bibliografske jedinice broj: 1183915
Post-Earthquake Assessment of a Historical Masonry Building after the Zagreb Earthquake–Case Study
Post-Earthquake Assessment of a Historical Masonry Building after the Zagreb Earthquake–Case Study // Buildings, 12 (2022), 3; 323, 25 doi:10.3390/buildings12030323 (međunarodna recenzija, članak, znanstveni)
CROSBI ID: 1183915 Za ispravke kontaktirajte CROSBI podršku putem web obrasca
Naslov
Post-Earthquake Assessment of a Historical Masonry
Building after the Zagreb Earthquake–Case Study
Autori
Hafner, Ivan ; Lazarević, Damir ; Kišiček, Tomislav ; Stepinac, Mislav
Izvornik
Buildings (2075-5309) 12
(2022), 3;
323, 25
Vrsta, podvrsta i kategorija rada
Radovi u časopisima, članak, znanstveni
Ključne riječi
assessment ; earthquake ; unreinforced masonry ; case study ; cultural heritage ; Zagreb
Sažetak
After the Zagreb earthquakes in March of 2020, around 25, 000 buildings were estimated damaged, most of them being in the historic city center. This fact is not that surprising since most of the city center buildings are unreinforced masonry structures that have not been assessed in quite some time and usually no retrofitting methods were ever applied. The rapid post-disaster assessment began the same day after the first earthquake occurred. Through mostly visual assessment methods, the basic idea is to identify the safety and usability of buildings in general. This type of assessment was also conducted in one of the oldest Croatian cultural institutions, Matica Hrvatska. It is a building of great historical significance and cultural value, as is most of the city center. Accordingly, this building was constructed with no consideration given to seismic events and with the use of traditional materials and building techniques. In the scope of this paper, urgent actions that were taken are shown with problems and challenges that occurred. Furthermore, the decision-making process after an earthquake is elaborated. In addition, a numerical model is developed in 3Muri software for structural modeling. Non-linear static pushover analysis is performed, and possible failure mechanisms are examined. Furthermore, real-life damage is compared to the software results, and a conclusion process of the building’s usability is explained. In the end, the results obtained are analyzed and conclusions regarding the efficiency of the used software are drawn.
Izvorni jezik
Engleski
Znanstvena područja
Građevinarstvo
POVEZANOST RADA
Projekti:
UIP-2019-04-3749 - Procjena stanja i obnova postojećih građevina - Razvoj suvremenih metoda za zidane i drvene konstrukcije (ARES) (Stepinac, Mislav, HRZZ - 2019-04) ( CroRIS)
Ustanove:
Građevinski fakultet, Zagreb
Profili:
Tomislav Kišiček
(autor)
Damir Lazarević
(autor)
Ivan Hafner
(autor)
Mislav Stepinac
(autor)
Citiraj ovu publikaciju:
Časopis indeksira:
- Current Contents Connect (CCC)
- Web of Science Core Collection (WoSCC)
- Science Citation Index Expanded (SCI-EXP)
- Social Science Citation Index (SSCI)
- SCI-EXP, SSCI i/ili A&HCI
- Emerging Sources Citation Index (ESCI)
- Scopus