TY - JOUR
T1 - Loss Estimation for Typical Adobe Façades of Cuenca (Ecuador) Due to Earthquake Scenarios
AU - Cárdenas-Haro, Xavier
AU - Tarque, Nicola
AU - Todisco, Leonardo
AU - León, Javier
N1 - Publisher Copyright:
© 2021 Taylor & Francis.
PY - 2023
Y1 - 2023
N2 - A relevant percentage of the world population lives in constructions made of sun-dried earth, which are built according to several techniques such as rammed earth, bahareque or adobe. This work specifically focuses on the adobe buildings located in the Historic Centre of Cuenca (Ecuador), recognized as a World Heritage Site since 1999. Although these buildings are characterized by different geometrical and material configurations, all of them have load-bearing façade walls made of adobe. This paper illustrates an analysis of the seismic vulnerability of these adobe façade walls according to different geometrical configurations and considering an out-of-plane loading. This study is based on original in-situ collected data about 45 one and multi-storey buildings. The seismic behaviour of the case studies is investigated through a demand versus capacity analysis based on 5 different failure mechanisms and considering a variable intensity of the seismic action. This procedure has allowed to classify the case studies according to their seismic vulnerability and to identify the most relevant failure mechanisms in such adobe façades. As a main result, some continued fragility curves have been produced to allow replicating this procedure to buildings with similar features. Finally, a repair cost estimation after seismic scenarios is estimated.
AB - A relevant percentage of the world population lives in constructions made of sun-dried earth, which are built according to several techniques such as rammed earth, bahareque or adobe. This work specifically focuses on the adobe buildings located in the Historic Centre of Cuenca (Ecuador), recognized as a World Heritage Site since 1999. Although these buildings are characterized by different geometrical and material configurations, all of them have load-bearing façade walls made of adobe. This paper illustrates an analysis of the seismic vulnerability of these adobe façade walls according to different geometrical configurations and considering an out-of-plane loading. This study is based on original in-situ collected data about 45 one and multi-storey buildings. The seismic behaviour of the case studies is investigated through a demand versus capacity analysis based on 5 different failure mechanisms and considering a variable intensity of the seismic action. This procedure has allowed to classify the case studies according to their seismic vulnerability and to identify the most relevant failure mechanisms in such adobe façades. As a main result, some continued fragility curves have been produced to allow replicating this procedure to buildings with similar features. Finally, a repair cost estimation after seismic scenarios is estimated.
KW - Adobe
KW - capacity
KW - damage factor
KW - demand
KW - fragility curves
KW - seismic vulnerability
UR - http://www.scopus.com/inward/record.url?scp=85115259114&partnerID=8YFLogxK
U2 - 10.1080/15583058.2021.1977417
DO - 10.1080/15583058.2021.1977417
M3 - Article
AN - SCOPUS:85115259114
SN - 1558-3058
VL - 17
SP - 788
EP - 814
JO - International Journal of Architectural Heritage
JF - International Journal of Architectural Heritage
IS - 5
ER -