Performance of Link-To-Stub Bolted Connection in Column-Tree Moment Resisting Frames under Fire Conditions
Column-tree moment resisting frames, as the efficient shop-welded and field-bolted structural systems, are used in many countries. Very limited research has been carried out on such systems under fire conditions. This paper presents experimental investigations of the behavior of beam and bolted spli...
Guardado en:
Autores principales: | Mahmood Yahyai, Abbas Rezaeian |
---|---|
Formato: | article |
Lenguaje: | FA |
Publicado: |
Iranian Society of Structrual Engineering (ISSE)
2015
|
Materias: | |
Acceso en línea: | https://doaj.org/article/4ba5f1342d4848bf8af8821663118df9 |
Etiquetas: |
Agregar Etiqueta
Sin Etiquetas, Sea el primero en etiquetar este registro!
|
Ejemplares similares
-
Response of steel box columns in fire conditions
por: Mahmood Yahyai, et al.
Publicado: (2017) -
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) -
Finite element analysis of steel beam-hollow column angle connection with blind bolts
por: mohsen izadinia, et al.
Publicado: (2021) -
Parametric Investigation of Cyclic Behavior of Bolted End plate Connections
por: farzan ekhlasi, et al.
Publicado: (2020) -
Performance Evaluation of Moment Connections of Moment Resisting Frames Against Progressive Collapse
por: M. Mahmoudi, et al.
Publicado: (2017)