TY - JOUR
T1 - The Influence of Geo-Hazard Effects on the Physical Vulnerability Assessment of the Built Heritage
T2 - An Application in a District of Naples
AU - Chieffo, Nicola
AU - Formisano, Antonio
N1 - Publisher Copyright:
© 2018 by the authors.
PY - 2019/1/21
Y1 - 2019/1/21
N2 - The proposed study aims at analysing a sub-urban sector in the historic centre of Qualiano, located in the province of Naples (Italy), in order to assess the seismic vulnerability of the main typology classes (masonry and reinforced concrete) in the study area and the consequent expected damage scenarios. The typological and structural characterisation of the investigated area is done through the CARTIS form developed by the PLINIVS research centre together with the Italian Civil Protection Department. Subsequently, the vulnerability simulation analysis is carried out by means of a quick methodology integrated into a GIS tool in order to identify the structural units (S.U.) most susceptible at damage under seismic events. Furthermore, in order to take into account the possible damage scenarios, a parametric analysis is performed using a seismic attenuation law in order to obtain the maximization of the expected urban losses. Finally, the site and topographical local conditions, which negatively influence the severity of the seismic damage on the structures, have been taken into account in order to more correctly foresee the expected damage of the inspected sub-urban sector to be used for appropriate seismic risk mitigation plans.
AB - The proposed study aims at analysing a sub-urban sector in the historic centre of Qualiano, located in the province of Naples (Italy), in order to assess the seismic vulnerability of the main typology classes (masonry and reinforced concrete) in the study area and the consequent expected damage scenarios. The typological and structural characterisation of the investigated area is done through the CARTIS form developed by the PLINIVS research centre together with the Italian Civil Protection Department. Subsequently, the vulnerability simulation analysis is carried out by means of a quick methodology integrated into a GIS tool in order to identify the structural units (S.U.) most susceptible at damage under seismic events. Furthermore, in order to take into account the possible damage scenarios, a parametric analysis is performed using a seismic attenuation law in order to obtain the maximization of the expected urban losses. Finally, the site and topographical local conditions, which negatively influence the severity of the seismic damage on the structures, have been taken into account in order to more correctly foresee the expected damage of the inspected sub-urban sector to be used for appropriate seismic risk mitigation plans.
KW - CARTIS form
KW - Expected damage scenario
KW - Geo-hazard site effects
KW - GIS mapping
KW - Seismic attenuation law
KW - Vulnerability assessment
UR - http://www.scopus.com/inward/record.url?scp=85060295131&partnerID=8YFLogxK
U2 - 10.3390/buildings9010026
DO - 10.3390/buildings9010026
M3 - Article
AN - SCOPUS:85060295131
VL - 9
JO - Buildings
JF - Buildings
SN - 2075-5309
IS - 1
M1 - 26
ER -