TY - JOUR
T1 - A Simplified Approach to Estimate Seismic Vulnerability and Damage Scenarios Including Site Effects. Application to the Historical Centre of Horta, Azores, Portugal
AU - Chieffo, N.
AU - Ferreira, T. M.
AU - da Silva Vicente, R.
AU - Lourenço, P. B.
AU - Formisano, A.
N1 - Publisher Copyright:
© 2023 Taylor & Francis Group, LLC.
PY - 2024/9/1
Y1 - 2024/9/1
N2 - The research attempts to provide a method for evaluating the susceptibility of heritage buildings and potential damage considering local site effects, using as a case study an urban sector situated in Horta, Faial, Azores, Portugal. The physical vulnerability of the investigated structures was appraised using an index-based method devised for structural masonry aggregates to emphasize their likelihood of seismic damage. As a result, a damage scenario based on real accelerograms collected after the 1998 Azores seismic event was developed by using a reliable seismic intensity prediction equation. In addition, the soil amplification, which increases the extent of seismic damage to the examined structures, is assessed by varying the soil conditions using EN 1998–1 Code. Thus, this research emphasises the ground impact in forecasting the expected damage scenarios, enabling optimised risk mitigation strategies in urban settings.
AB - The research attempts to provide a method for evaluating the susceptibility of heritage buildings and potential damage considering local site effects, using as a case study an urban sector situated in Horta, Faial, Azores, Portugal. The physical vulnerability of the investigated structures was appraised using an index-based method devised for structural masonry aggregates to emphasize their likelihood of seismic damage. As a result, a damage scenario based on real accelerograms collected after the 1998 Azores seismic event was developed by using a reliable seismic intensity prediction equation. In addition, the soil amplification, which increases the extent of seismic damage to the examined structures, is assessed by varying the soil conditions using EN 1998–1 Code. Thus, this research emphasises the ground impact in forecasting the expected damage scenarios, enabling optimised risk mitigation strategies in urban settings.
KW - damage scenarios
KW - Site-effects
KW - unreinforced masonry aggregates
KW - vulnerability assessment
KW - vulnerability curves
UR - http://www.scopus.com/inward/record.url?scp=85170690309&partnerID=8YFLogxK
U2 - 10.1080/13632469.2023.2254399
DO - 10.1080/13632469.2023.2254399
M3 - Article
AN - SCOPUS:85170690309
VL - 28
SP - 1892
EP - 1913
JO - Journal of Earthquake Engineering
JF - Journal of Earthquake Engineering
SN - 1363-2469
IS - 7
ER -