New expressions to estimate damping in direct displacement baseddesign for special concentrically-braced frames
Different expressions have been developed to determine damping of structures based on various hysteretic models and ductility levels. Since Slenderness ratio is an important parameter on the hysteretic behavior of special concentrically- braced frames (SCBF), in this paper new expressions for determ...
Saved in:
| Main Authors: | Mahmood Yahyai, Bahram Rezayibana |
|---|---|
| Format: | Article |
| Language: | English |
| Published: |
K. N. Toosi University of Technology
2015-02-01
|
| Series: | Numerical Methods in Civil Engineering |
| Subjects: | |
| Online Access: | https://nmce.kntu.ac.ir/article_160420_8b4e50e82f47bff82abd54df00c08047.pdf |
| Tags: |
Add Tag
No Tags, Be the first to tag this record!
|
Similar Items
-
Damping of Steel Eccentrically Braced Frames in Direct Displacement-Based Design
by: B. Rezayibana, et al.
Published: (2018-06-01) -
Effect of Fling-Step on Seismic Response of Steel Eccentrically Braced Frame Structures
by: B. Rezayibana, et al.
Published: (2018-01-01) -
Numerical Modelling of Timber Braced Frame Masonry Structures (Dhajji Dewari)
by: R . Sheheryar, et al.
Published: (2017-11-01) -
Enhancing seismic resilience of steel frames through a novel passive control system with non-buckling metal braces
by: Lanying Zhao, et al.
Published: (2024-12-01) -
Numerical study on the behavior of link-to-column connections in eccentrically braced frames
by: Fakhredin Danesh, et al.
Published: (2014-05-01)