Pregled bibliografske jedinice broj: 1134112
Seismic vulnerability assessment of historical masonry buildings in Croatian coastal area
Seismic vulnerability assessment of historical masonry buildings in Croatian coastal area // Applied Sciences-Basel, 11 (2021), 13; 5997, 27 doi:10.3390/app11135997 (međunarodna recenzija, članak, znanstveni)
CROSBI ID: 1134112 Za ispravke kontaktirajte CROSBI podršku putem web obrasca
Naslov
Seismic vulnerability assessment of historical
masonry buildings in Croatian coastal area
Autori
Nikolić, Željana ; Runjić, Luka ; Ostojić Škomrlj, Nives ; Benvenuti, Elena
Izvornik
Applied Sciences-Basel (2076-3417) 11
(2021), 13;
5997, 27
Vrsta, podvrsta i kategorija rada
Radovi u časopisima, članak, znanstveni
Ključne riječi
seismic vulnerability ; historical masonry buildings ; vulnerability index ; pushover analysis ; damage index ; large-scale assessment
Sažetak
The protection of built heritage in historic cities located in seismically active areas is of great importance for the safety of inhabitants. Systematic care and planning are necessary to detect the seismic vulnerability of buildings, in order to determine priorities in rehabilitation projects and to continuously provide funds for the reconstruction of the buildings. (2) Methods: In this study, the seismic vulnerability of the buildings in the historic center of Kaštel Kambelovac, a Croatian settlement located along the Adriatic coast, has been assessed through an approach based on the calculation of vulnerability indexes. The center consists of stone masonry buildings built between the 15th and 19th centuries. The seismic vulnerability method was derived from the Italian GNDT approach, with some modifications resulting from the specificity of the buildings in the investigated area. A new damage–vulnerability– peak ground acceleration relation was developed using the vulnerability indexes and the yield and collapse accelerations of buildings obtained through non-linear static analysis. (3) Results: A seismic vulnerability map, critical peak ground accelerations for early damage and collapse states, and damage index maps for two return periods have been predicted using the developed damage curves. (4) Conclusions: The combination of the vulnerability index method with non-linear pushover analysis is an effective tool for assessing the damage of a building stock on a territorial scale
Izvorni jezik
Engleski
Znanstvena područja
Građevinarstvo
POVEZANOST RADA
Projekti:
EK-INTERREG_V-A_IT-HR_2014-2020-10046122 - Sprječavanje, upravljanje i prevladavanje rizika od prirodnih katastrofa (PMO-GATE) radi ublažavanja njihova utjecaja na gospodarstvo i društvo (PMO-GATE) (Nikolić, Željana, EK - Interreg V-A 2014 – 2020 , Italy – Croatia CBC Programme) ( CroRIS)
EK-EFRR-KK.01.1.1.02.0027 - Implementacijom suvremene znanstvenoistraživačke infrastrukture na FGAG Split do pametne specijalizacije u zelenoj i energetski učinkovitoj gradnji (Jajac, Nikša, EK - KK.01.1.1.02) ( CroRIS)
Ustanove:
Fakultet građevinarstva, arhitekture i geodezije, Split
Citiraj ovu publikaciju:
Časopis indeksira:
- Current Contents Connect (CCC)
- Web of Science Core Collection (WoSCC)
- Science Citation Index Expanded (SCI-EXP)
- SCI-EXP, SSCI i/ili A&HCI
- Scopus