Nonlinear behavior of steel plate shear wall connected to frame beams only under Various Loading conditions
In the present paper, the behavior of steel shear walls connected to frame beams only was investigated under various loading conditions (nonlinear static, cyclic and blast) using the finite element method and compared with that of the corresponding system with fully-connected infill walls (typical S...
Guardado en:
Autores principales: | Ali Asghar hosseinzade, ali kazemi, Mohammad Ali Barkhordari, mehdi mirzaei |
---|---|
Formato: | article |
Lenguaje: | FA |
Publicado: |
Iranian Society of Structrual Engineering (ISSE)
2020
|
Materias: | |
Acceso en línea: | https://doaj.org/article/28fbf7740b5347739357b5359ab26a0a |
Etiquetas: |
Agregar Etiqueta
Sin Etiquetas, Sea el primero en etiquetar este registro!
|
Ejemplares similares
-
Investigation of the effect of thickness and type of steel on the behavior of steel plate shear wall under blast loads
por: Hossein Khorshidi Mianaei, et al.
Publicado: (2020) -
Assessment of Behavior Factor for Steel Plate Shear Wall with Reinforced Concrete Moment Surrounded Frame
por: Madjid Gholhaki, et al.
Publicado: (2019) -
Investigation on the effect of the shape, size and location of openings on the seismic behavior of steel plate shear walls connected to frame beams only
por: Masoud Pourhasan shahri, et al.
Publicado: (2020) -
Effect of Stiffeners on Contribution of Peripheral Frame and Seismic Behavior of Stiffened Steel Plate Shear Wall
por: Parviz Ebadi, et al.
Publicado: (2020) -
Numerical study of seismic behavior of Composite Steel Plate Shear Walls with flat and corrugated plates
por: Khosravi,Hossein, et al.
Publicado: (2017)