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...
Saved in:
Main Authors: | Fateme Rezaei, Mohsen Gerami, Hosein Naderpour |
---|---|
Format: | article |
Language: | FA |
Published: |
Iranian Society of Structrual Engineering (ISSE)
2017
|
Subjects: | |
Online Access: | https://doaj.org/article/3e57cc52ab0a4adfaf3bb7d1ca0cc0d5 |
Tags: |
Add Tag
No Tags, Be the first to tag this record!
|
Similar Items
-
The Effect of Structural Uncertainties of Steel Shear Wall on Seismic Performance of Rehabilitated Moment Frame
by: Mahdiye Maddahi, et al.
Published: (2021) -
Match Compliance of Conventional Design Codes with Instructions for Seismic Rehabilitation of Buildings in Performance Evaluation of Steel Moment Frames
by: M. A. Najafgholipour, et al.
Published: (2019) -
Comparison between the behavior of RCS and Concrete Moment Frames under Near Fault Earthquakes
by: fereshteh khorasani, et al.
Published: (2019) -
Assessment of Spectrum Modification Factor for Design of Steel Moment Frames in Near Fault Regions
by: Reza Vahdani, et al.
Published: (2018) -
Comparison of the performance of the structure with a Chevron braced frame with Zipper braced frame
by: Elham Pakbaz, et al.
Published: (2020)