Performance of the Cold-Bending Channel-Angle Buckling-Restrained Brace under Cyclic Loading
In this study, three restricted cold-bending channel-angle buckling-restrained brace (CCA-BRB) specimens were experimentally characterised by a low-reversed cyclic loading test. Three specimens had steel cores with cruciform cross section. Two restraining units were assembled to form an external con...
Saved in:
Main Authors: | Kun Wang, Junwu Xia, Xiaomiao Chen, Bo Xu, Xiangzhou Liang, Jian Wang |
---|---|
Format: | Article |
Language: | English |
Published: |
Wiley
2019-01-01
|
Series: | Advances in Civil Engineering |
Online Access: | http://dx.doi.org/10.1155/2019/9710529 |
Tags: |
Add Tag
No Tags, Be the first to tag this record!
|
Similar Items
-
A New Buckling-Restrained Brace with a Variable Cross-Section Core
by: Liang Li, et al.
Published: (2019-01-01) -
Damage Concentration Effect of Multistory Buckling-Restrained Braced Frames
by: Hanqin Wang, et al.
Published: (2019-01-01) -
Thermal Behavior of Cylindrical Buckling Restrained Braces at Elevated Temperatures
by: Elnaz Talebi, et al.
Published: (2014-01-01) -
Experimental Study on the Seismic Performance of Buckling-Restrained Braces with Different Lengths
by: Kechuan Wu, et al.
Published: (2025-01-01) -
Shaking Table Test for Evaluating the Seismic Performance of Steel Frame Retrofitted by Buckling-Restrained Braces
by: Tingting Wang, et al.
Published: (2021-01-01)