TY - JOUR
T1 - Model of seismic design regulations and lateral force coefficients for buildings in South America
AU - González, Daniela
AU - Silva, Vitor
AU - Acevedo, Ana Beatriz
AU - Tarque, Nicola
AU - Lovon, Holger
AU - Santa-Maria, Hernán
AU - Hube, Matías
AU - Coronel-Delgado, Gustavo
AU - Celi, Carlos
N1 - Publisher Copyright:
© The Author(s), under exclusive licence to Springer Nature B.V. 2025.
PY - 2025
Y1 - 2025
N2 - This study investigates the evolution and current status of seismic design regulations in Argentina, Bolivia, Chile, Colombia, Ecuador, Peru, and Venezuela, using a pre-established methodology previously applied for Europe. It introduces a simplified methodology to estimate the proportion of buildings designed under four seismic code levels: no code, low code, moderate code, and high code. By analysing the progression of seismic design standards across South America, the study determines lateral force coefficients for a typical mid-rise reinforced concrete structure corresponding to each seismic code level. The findings reveal that approximately 20% of the total building stock, and 55% of reinforced concrete buildings, were constructed while regulations with some seismic provisions were followed. This research offers essential tools to enhance seismic risk assessment models and provides a dynamic framework for integrating new data, technological advancements, and local expertise into exposure modelling. Furthermore, it contributes to a global initiative led by the Global Earthquake Model (GEM) Foundation aimed at improving accessibility to information on seismic regulations and seismic hazard design demand maps.
AB - This study investigates the evolution and current status of seismic design regulations in Argentina, Bolivia, Chile, Colombia, Ecuador, Peru, and Venezuela, using a pre-established methodology previously applied for Europe. It introduces a simplified methodology to estimate the proportion of buildings designed under four seismic code levels: no code, low code, moderate code, and high code. By analysing the progression of seismic design standards across South America, the study determines lateral force coefficients for a typical mid-rise reinforced concrete structure corresponding to each seismic code level. The findings reveal that approximately 20% of the total building stock, and 55% of reinforced concrete buildings, were constructed while regulations with some seismic provisions were followed. This research offers essential tools to enhance seismic risk assessment models and provides a dynamic framework for integrating new data, technological advancements, and local expertise into exposure modelling. Furthermore, it contributes to a global initiative led by the Global Earthquake Model (GEM) Foundation aimed at improving accessibility to information on seismic regulations and seismic hazard design demand maps.
KW - Seismic design
KW - Seismic risk
KW - Seismic vulnerability
KW - South America
UR - https://www.scopus.com/pages/publications/105017045592
U2 - 10.1007/s10518-025-02287-7
DO - 10.1007/s10518-025-02287-7
M3 - Artículo
AN - SCOPUS:105017045592
SN - 1570-761X
JO - Bulletin of Earthquake Engineering
JF - Bulletin of Earthquake Engineering
ER -