Effect of eliminating the column on progressive collapse on seismic performance in dual steel structures
Progressive collapse is usually defined as follows: the expansion of an initial local damage within structures as a chain chemical reaction that led to the partial or total collapse of the structure. Studies in relation to the failure of structural systems in recent years highlight the importance of...
Guardado en:
Autores principales: | Siroos Gholampoor dahaki, Javad Vaseghi Amiri, Ali Naseri, Sina Rezayi Rezayi |
---|---|
Formato: | article |
Lenguaje: | FA |
Publicado: |
Iranian Society of Structrual Engineering (ISSE)
2018
|
Materias: | |
Acceso en línea: | https://doaj.org/article/388fb436043d4f83a18324df1f25ca80 |
Etiquetas: |
Agregar Etiqueta
Sin Etiquetas, Sea el primero en etiquetar este registro!
|
Ejemplares similares
-
Seismic Progressive Collapse Evaluation in 3 Story Reinforced Concrete Buildings due to Inner Column Removal
por: Somayyeh Karimiyan
Publicado: (2020) -
Evaluation the possibility of the occurrence of progressive collapse in steel moment frames (ordinary, intermediate and special) due to sudden column removal
por: Kourosh Mehdizadeh, et al.
Publicado: (2018) -
Effects of plastic hinges modelling of fully restrained connections in the progressive collapse resistance of steel moment frames
por: Mohammad Saghaie Sahebalzaman, et al.
Publicado: (2021) -
Investigating the effects of sudden column removal in steel structures
por: Fard Ali Esfandiari, et al.
Publicado: (2021) -
Assessment of rubber-sliding isolator effect on progressive collapse of bridges
por: GholamReza Havaei, et al.
Publicado: (2016)