Numerical modeling of links behavior in eccentric bracings with dual vertical links
Configuration and geometry of bracing systems affect the seismic performance of structures significantly. Recently, the current authors have introduced a new configuration for eccentric bracing of structural frames that may be assumed as the combination of inverted Y-type and rotated K-type EBFs. Th...
Saved in:
Main Authors: | Saeid Sabouri-Ghomi, Behnam Saadati |
---|---|
Format: | Article |
Language: | English |
Published: |
K. N. Toosi University of Technology
2014-06-01
|
Series: | Numerical Methods in Civil Engineering |
Subjects: | |
Online Access: | https://nmce.kntu.ac.ir/article_160412_81497284f959592bbd0dea64129e918e.pdf |
Tags: |
Add Tag
No Tags, Be the first to tag this record!
|
Similar Items
-
Behavior of a Multi-Story Steel Structure with Eccentric X-Brace
by: Abdulkhalik J. Abdulridha
Published: (2023-10-01) -
Evaluation of Damage Index of Eccentrically-Braced Frames according to Link Beam’s Length with Soil-Structure Interaction Effects
by: H. Rahami, et al.
Published: (2021-03-01) -
Numerical study on the behavior of link-to-column connections in eccentrically braced frames
by: Fakhredin Danesh, et al.
Published: (2014-05-01) -
Evaluation of Link Overstrength Factor for the Seismic Design of Eccentrically Braced Frames
by: Yoonsu Hong, et al.
Published: (2024-10-01) -
Damping of Steel Eccentrically Braced Frames in Direct Displacement-Based Design
by: B. Rezayibana, et al.
Published: (2018-06-01)