Pregled bibliografske jedinice broj: 1224862
Seismic Damage Index Spectra Considering Site Acceleration Records: The Case Study of a Historical School in Kermanshah
Seismic Damage Index Spectra Considering Site Acceleration Records: The Case Study of a Historical School in Kermanshah // Buildings, 12 (2022), 1736, 14 doi:10.3390/buildings12101736 (međunarodna recenzija, članak, znanstveni)
CROSBI ID: 1224862 Za ispravke kontaktirajte CROSBI podršku putem web obrasca
Naslov
Seismic Damage Index Spectra Considering Site
Acceleration Records: The Case Study of a
Historical School in Kermanshah
Autori
Biglari, Mahnoosh ; Hadzima-Nyarko, Marijana ; Formisano, Antonio
Izvornik
Buildings (2075-5309) 12
(2022);
1736, 14
Vrsta, podvrsta i kategorija rada
Radovi u časopisima, članak, znanstveni
Ključne riječi
seismic vulnerability ; damage index spectra ; historical masonry building ; nonlinear analysis
Sažetak
The frequency content and time duration of earthquakes are as effective as the peak ground acceleration on structural damage. Therefore, using rapid seismic vulnerability assessment methods that consider the earthquake acceleration time history is noticeable. Kermanshah is a historical city that is generally affected by far- field earthquakes. Therefore, it is necessary to consider the effect of the low-frequency shocks in evaluating the vulnerability of buildings in this city. Herein, a historic school in Kermanshah is assumed as a case study and two well-known damage index formulas are used for determining the damage index spectra of this structure, considered as a single degree of freedom system. Then, the effective parameters of the damage index, including ductility, relative degradation of stiffness, and dissipated energy are determined from a nonlinear analysis of the structure under the effect of the most probable earthquake acceleration records. Finally, the damage index spectra can be used for rapid seismic vulnerability assessment of masonry buildings on similar sites with various fundamental periods for large-scale assessments. The result shows that the building tends to collapse at a peak ground acceleration of 0.15 g. Furthermore, results confirm the seismic resistance reduction effect of flexible floors.
Izvorni jezik
Engleski
Znanstvena područja
Građevinarstvo
POVEZANOST RADA
Ustanove:
Građevinski i arhitektonski fakultet Osijek
Profili:
Marijana Hadzima-Nyarko
(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