Model of seismic design regulations and lateral force coefficients for buildings in South America

Daniela González*, Vitor Silva, Ana Beatriz Acevedo, Nicola Tarque, Holger Lovon, Hernán Santa-Maria, Matías Hube, Gustavo Coronel-Delgado, Carlos Celi

*Autor correspondiente de este trabajo

Producción científica: RevistaArtículorevisión exhaustiva

Resumen

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.

Idioma originalInglés
PublicaciónBulletin of Earthquake Engineering
DOI
EstadoAceptada/en prensa - 2025

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Publisher Copyright:
© The Author(s), under exclusive licence to Springer Nature B.V. 2025.

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