Analytical Assessment of Effects of Cover Plates on Improvement the Seismic Nonlinear Behavior of Moment Link to Column Connections in Eccentrically Braced Frames
Many codes and regulations for designing of steel structures the same as 10th part of Iranian national buildings code don’t offer any solution link-to-column connection in eccentric braced frames. In eccentrically braced frames (EBF), required ductility and a major part of absorption and energy depr...
Guardado en:
Autores principales: | hamed saffari, Abbas Sivandi-Pour, elnaz molaei |
---|---|
Formato: | article |
Lenguaje: | FA |
Publicado: |
Iranian Society of Structrual Engineering (ISSE)
2019
|
Materias: | |
Acceso en línea: | https://doaj.org/article/ff3961cf8aac47d7a357f8a69f99fb10 |
Etiquetas: |
Agregar Etiqueta
Sin Etiquetas, Sea el primero en etiquetar este registro!
|
Ejemplares similares
-
Improving the seismic performance of eccentrically braced frames by using a ductile element
por: Morteza Naghipour, et al.
Publicado: (2017) -
Seismic Performance of Concentrically Steel Braced Frames with Eccentric Gusset Plates
por: Amin Ghannadiasl, et al.
Publicado: (2019) -
Cyclic Behavior of Self-Centering, Eccentric Configuration, Buckling-Restrained, Braced Frame
por: Elnaz Zare, et al.
Publicado: (2021) -
Analytical Aspects of Velocity Pulses on Seismic Behaviour of Mid-Rise Compound Skeleton of Steel Moment Frame and Eccentrically Braced Panels
por: Parsa Khazaei Rad, et al.
Publicado: (2019) -
Overstrength of Displacement-Based Designed Eccentrically Braced Steel Frames
por: Sina Farahani, et al.
Publicado: (2016)