Seismic retrofit of high-rise buildings using buckling-restrained braces: design methodology and performance evaluation
Abstract This study proposes a comprehensive seismic retrofit strategy for a 24-story steel building originally designed according to the outdated seismic code (GB 50011-2001). The building suffers from structural deficiencies, including excessive torsional displacement, insufficient axial load-bear...
Saved in:
| Main Authors: | Shengzhi Shi, Li Xin, Chao Huang, Gangqi Han, Zhaodong XU, Xinyu Chen |
|---|---|
| Format: | Article |
| Language: | English |
| Published: |
Nature Portfolio
2025-07-01
|
| Series: | Scientific Reports |
| Subjects: | |
| Online Access: | https://doi.org/10.1038/s41598-025-03484-9 |
| Tags: |
Add Tag
No Tags, Be the first to tag this record!
|
Similar Items
-
Experimental Evaluation of an Innovative Tube-in-Tube Buckling Restrained Braces for Seismic Retrofitting of Substandard RC Frames
by: Evrim Oyguc, et al.
Published: (2025-04-01) -
Experimental Behavior and FE Modeling of Buckling Restrained Braced Frame with Slip-Critical Connection
by: Huseyin Sogut, et al.
Published: (2025-05-01) -
Seismic Behavior of a Timber Structure Based on a Soft-Kill BESO Optimization Algorithm
by: Felipe Solis, et al.
Published: (2025-03-01) -
The Performance of Concentrically Braced Frames (CBF) in Chevron V Brace and Diagonal Configuration by Considering Various Frame Heights
by: Arief Panjaitan*, et al.
Published: (2023-08-01) -
Evaluation of seismic performance of steel frames with Y-shape braces under far-field and near-field earthquakes
by: Saeed Najafi, et al.
Published: (2025-04-01)