Behavior of a Multi-Story Steel Structure with Eccentric X-Brace
Eccentrically Braced Frames (EBFs) outperform moment-resisting frames in seismically active regions because of their strength, stiffness, energy dissipation, and ductility. Conventional bracing systems, such as X, Y, V, or K types, are utilized to enhance structural integrity. This study employs com...
Saved in:
Main Author: | Abdulkhalik J. Abdulridha |
---|---|
Format: | Article |
Language: | English |
Published: |
Gruppo Italiano Frattura
2023-10-01
|
Series: | Fracture and Structural Integrity |
Subjects: | |
Online Access: | https://www.fracturae.com/index.php/fis/article/view/4294/3884 |
Tags: |
Add Tag
No Tags, Be the first to tag this record!
|
Similar Items
-
Numerical Investigation of Pinned Fuse with Simple Replacing in Steel Eccentrically Braced Frames and Design Parameters Determination
by: Soroush Soltani, et al.
Published: (2024-05-01) -
Numerical Study of Concentric Brace Equipped with the Eccentric Elements for Strengthening Buildings
by: Asadullah Attal, et al.
Published: (2024-02-01) -
Experimental Study on the Seismic Performance of Buckling-Restrained Braces with Different Lengths
by: Kechuan Wu, et al.
Published: (2025-01-01) -
Seismic Improvement and Rehabilitation of Steel Concentric Braced Frames: A Framework-Based Review
by: Atefeh Soleymani, et al.
Published: (2023-05-01) -
Analytical evaluation of shear link capacity in EBF: Beam-truss action analogy
by: Abdullah Alghossoon, et al.
Published: (2025-03-01)