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...
Enregistré dans:
Auteurs principaux: | hamed saffari, Abbas Sivandi-Pour, elnaz molaei |
---|---|
Format: | article |
Langue: | FA |
Publié: |
Iranian Society of Structrual Engineering (ISSE)
2019
|
Sujets: | |
Accès en ligne: | https://doaj.org/article/ff3961cf8aac47d7a357f8a69f99fb10 |
Tags: |
Ajouter un tag
Pas de tags, Soyez le premier à ajouter un tag!
|
Documents similaires
-
Improving the seismic performance of eccentrically braced frames by using a ductile element
par: Morteza Naghipour, et autres
Publié: (2017) -
Seismic Performance of Concentrically Steel Braced Frames with Eccentric Gusset Plates
par: Amin Ghannadiasl, et autres
Publié: (2019) -
Cyclic Behavior of Self-Centering, Eccentric Configuration, Buckling-Restrained, Braced Frame
par: Elnaz Zare, et autres
Publié: (2021) -
Analytical Aspects of Velocity Pulses on Seismic Behaviour of Mid-Rise Compound Skeleton of Steel Moment Frame and Eccentrically Braced Panels
par: Parsa Khazaei Rad, et autres
Publié: (2019) -
Overstrength of Displacement-Based Designed Eccentrically Braced Steel Frames
par: Sina Farahani, et autres
Publié: (2016)