Investigating the effect of extremely low cyclic fatigue in steel moment frames with reduced beam section connections
Studies on damaged connections in recent earthquakes have shown that damage to some of the structures cannot be justified by the use of common failure mechanisms. This is due to the extremely low cyclic fatigue created by the critical cycle on the connections, which leads to a failure in the examine...
Guardado en:
Autores principales: | Mohsen Ghaderi, Mohsen Gerami, Reza Vahdani |
---|---|
Formato: | article |
Lenguaje: | FA |
Publicado: |
Iranian Society of Structrual Engineering (ISSE)
2020
|
Materias: | |
Acceso en línea: | https://doaj.org/article/1c50ead9112849f19f6a23aabd072d2a |
Etiquetas: |
Agregar Etiqueta
Sin Etiquetas, Sea el primero en etiquetar este registro!
|
Ejemplares similares
-
Effect of low cycle fatigue on steel moment frames with prequalified rigid connections (bolted unstiffened and stiffened extended end-plate moment connections)
por: Mohsen Gerami, et al.
Publicado: (2019) -
Investigation and comparison of some techniques in asymmetrically retrofitting of steel frame connections
por: mohammad bahirai, 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) -
Evaluation of Slit Steel Damper & Reduced Beam Section Connections Under Cyclic Loading
por: Masoud Zabihi Samani, et al.
Publicado: (2019) -
Evaluation of Park-Ang Damage Indicator in collisions of two adjacent frames under the near-fault field disturbances
por: Mohsen Gerami, et al.
Publicado: (2021)