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...
Guardado en:
Autores principales: | Fateme Rezaei, Mohsen Gerami, Hosein Naderpour |
---|---|
Formato: | article |
Lenguaje: | FA |
Publicado: |
Iranian Society of Structrual Engineering (ISSE)
2017
|
Materias: | |
Acceso en línea: | https://doaj.org/article/3e57cc52ab0a4adfaf3bb7d1ca0cc0d5 |
Etiquetas: |
Agregar Etiqueta
Sin Etiquetas, Sea el primero en etiquetar este registro!
|
Ejemplares similares
-
The Effect of Structural Uncertainties of Steel Shear Wall on Seismic Performance of Rehabilitated Moment Frame
por: Mahdiye Maddahi, et al.
Publicado: (2021) -
Match Compliance of Conventional Design Codes with Instructions for Seismic Rehabilitation of Buildings in Performance Evaluation of Steel Moment Frames
por: M. A. Najafgholipour, et al.
Publicado: (2019) -
Comparison between the behavior of RCS and Concrete Moment Frames under Near Fault Earthquakes
por: fereshteh khorasani, et al.
Publicado: (2019) -
Assessment of Spectrum Modification Factor for Design of Steel Moment Frames in Near Fault Regions
por: Reza Vahdani, et al.
Publicado: (2018) -
Comparison of the performance of the structure with a Chevron braced frame with Zipper braced frame
por: Elham Pakbaz, et al.
Publicado: (2020)