Comparación de los costos durante el ciclo de vida útil de edificios de concreto reforzado ubicados en diferentes suelos de la ciudad de México

Henry Emmanuel Reyes Heredia; Juan Bojórquez Mora; Edén Bojórquez Mora; Manuel Antonio Barraza Guerrero; Herían Alberto Leyva Madrigal

doi:10.37636/recit.v6n4e276

Autores/as

Henry Emmanuel Reyes Heredia Facultad de Ingeniería, Universidad Autónoma de Sinaloa, 80013, Calz de las Américas Nte s/n, Universitaria, Culiacán Rosales, Sinaloa, México https://orcid.org/0009-0006-7767-6772
Juan Bojórquez Mora Facultad de Ingeniería, Universidad Autónoma de Sinaloa, 80013, Calz de las Américas Nte s/n, Universitaria, Culiacán Rosales, Sinaloa, México
Edén Bojórquez Mora Facultad de Ingeniería, Universidad Autónoma de Sinaloa, 80013, Calz de las Américas Nte s/n, Universitaria, Culiacán Rosales, Sinaloa, México
Manuel Antonio Barraza Guerrero Facultad de Ingeniería, Arquitectura y Diseño, Universidad Autónoma de Baja California, Carretera Transpeninsular Ensenada - Tijuana 3917, Zona Playitas, 22860 Ensenada, Baja California, México https://orcid.org/0000-0002-7951-9934
Herían Alberto Leyva Madrigal Facultad de Ingeniería, Arquitectura y Diseño, Universidad Autónoma de Baja California, Carretera Transpeninsular Ensenada - Tijuana 3917, Zona Playitas, 22860 Ensenada, Baja California, México https://orcid.org/0000-0001-5661-7091

DOI:

https://doi.org/10.37636/recit.v6n4e276

Palabras clave:

Edificios de concreto reforzado, Diseño sísmico, Confiabilidad estructura, Costos del ciclo de vida

Resumen

Los edificios de concreto reforzados sujetos a eventos sísmicos pueden presentar distintos daños aun cuando estos tengan características similares cuando son diseñados con la combinación de carga sísmica reglamentaria. Lo anterior se traduce en mayores costos y una confiabilidad estructural no consistente durante el ciclo de vida útil de los edificios. Este trabajo se centra en comparar de los costos durante el ciclo de vida útil de edificios de concreto reforzado de varios nieles ubicados en suelo con periodos Ts=0.75s y Ts=2.0s de la ciudad de México. Para ello, se utilizaron un conjunto de combinaciones de cargas sísmicas propuestas para el diseño de los edificios. La capacidad de los diseños fue evaluada mediante el análisis dinámico incremental y la confiabilidad estructural se examinó mediante las curvas de peligro de demanda estructural. Además, se realizaron simulaciones de demandas sísmicas para estimar los daños que podrían ocurrir durante el ciclo de vida útil de los edificios. Por último, se obtuvieron los costos iniciales y los costos totales por daños de todos los edificios analizados. Los resultados demostraron que algunas combinaciones de cargas propuestas permitieron un ahorro en los costos, al mismo tiempo que mejoraban el comportamiento estructural de los edificios a lo largo del tiempo. Estos hallazgos podrían ser valiosos para la industria de la construcción, ya que ofrecen una visión más clara sobre cómo optimizar el diseño y la resistencia sísmica de los edificios.

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