Model of seismic design regulations and lateral force coefficients for buildings in South America
School authors:
author photo
Hernán Santa María
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Matías Andrés Hube
External authors:
  • Daniela Gonzalez ( Global Earthquake Model GEM Fdn )
  • Vitor Silva ( Universidade de Aveiro , Global Earthquake Model GEM Fdn )
  • Ana Beatriz Acevedo ( Universidad EAFIT )
  • Nicola Tarque ( Universidad Politecnica de Madrid )
  • Holger Lovon ( Universidad San Ignacio de Loyola )
  • Gustavo Coronel-Delgado ( University of Central Venezuela )
  • Carlos Celi ( Pontificia Universidad Catolica del Ecuador )
Abstract:

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.

UT WOS:001577717000001
Number of Citations 0
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Month of Publication SEP 24
Year of Publication 2025
DOI https://doi.org/10.1007/s10518-025-02287-7
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