Evaluation of seismic reliability of steel moment resisting frames rehabilitated by concentric braces with probabilistic models

Probability of structure failure which has been designed by "deterministic methods" can be more than the one which has been designed in similar situation using probabilistic methods and models considering "uncertainties". The main purpose of this research was to evaluate the seis...

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Autores principales: Fateme Rezaei, Mohsen Gerami, Hosein Naderpour
Formato: article
Lenguaje:FA
Publicado: Iranian Society of Structrual Engineering (ISSE) 2017
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Acceso en línea:https://doaj.org/article/3e57cc52ab0a4adfaf3bb7d1ca0cc0d5
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