DISTORSIÓN DE ENTREPISO ÓPTIMA PERMISIBLE PARA EL DISEÑO DE EDIFICIOS IMPORTANTES, CONSIDERANDO DAÑO EN SUS CONTENIDOS
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https://doi.org/10.18867/ris.114.683Palabras clave:
distorsión máxima permisible de entrepiso, distorsión de diseño óptima, daño en contenidos, edificios escolares, costo total esperado, ciclo de vidaResumen
Se presenta una metodología para determinar la distorsión máxima de entrepiso (dOI) óptima que garantice el cumplimiento del nivel de desempeño de Ocupación Inmediata (OI), requisito para las estructuras importantes (Grupo A) de acuerdo con la Norma Técnica Complementaria para Diseño por Sismo (NTC-DS-2023). La metodología se desarrolla en dos etapas: en la primera, se determina la tasa de excedencia de la respuesta estructural mediante la integración de curvas de fragilidad estructural con la tasa de excedencia de intensidades sísmicas del sitio. En la segunda, se evalúa el costo total esperado durante el ciclo de vida del edificio, mediante simulación numérica, con énfasis en las pérdidas económicas por daños en contenidos sensibles a aceleración de piso. Para realizar esta evaluación, se propone una función de costos por daño en contenidos que considera la aceleración máxima de piso y su variación a lo largo de la altura del edificio, formulándose primeramente a nivel de inventario, y posteriormente, a nivel global. La metodología se aplica a un edificio escolar de cinco niveles con marcos resistentes a momento, de concreto reforzado, ubicado en la zona de transición de la Ciudad de México. Para el diseño de la estructura se suponen cuatro valores permisibles de dOI= 0.005, 0.0075, 0.01 y 0.0125. Se obtiene que la distorsión máxima de entrepiso correspondiente al mínimo costo total esperado es igual a 0.01, valor que es mayor al límite especificado por la NTC-DS-2023, el cual es igual a 0.0075 para marcos de concreto reforzado.
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