UNA REVISIÓN CRÍTICA DE LA PRÁCTICA DE DISEÑO POR SISMO DE ESTRUCTURAS EN MÉXICO
DOI:
https://doi.org/10.18867/ris.94.244Resumen
Se evalúan las demandas de aceleraciones y desplazamientos en los terremotos de México 1985, Chile 2010, y Christchurch 2010 y 2011. Se encontró que en todos los casos estas demandas fueron mayores que las de normativas de diseño existentes. Se compararon la respuesta ante terremotos de edificaciones típicas en la ciudad de México en 1985 y en Concepción, Chile 2010, y se encontró un mejor comportamiento en sistemas estructurales que utilizan muros con respecto a aquellos basados marcos. Con base en esta investigación se sugieren cambios en la práctica de diseño por sismo de estructuras en México.
Palabras clave: respuesta sísmica; marcos; muros estructurales; concreto reforzado
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