Improving the behavior of the CBF system using an innovative box section damper: Experimental and numerical study
Author:
Funder
Azarbaijan Shahid Madani University
Publisher
Elsevier BV
Reference30 articles.
1. Performance improvement of innovative shear damper using diagonal stiffeners for concentrically braced frame systems;Thongchom;Buildings,2022
2. Utilizing low yield point steel to improve the behavior of the I-shaped shear links as dampers;Ghamari;Buildings,2023
3. Experimental and numerical study on an innovative trapezoidal-shaped damper to improve the behavior of CBF braces;Thongchom;Buildings,2023
4. Development of an innovative metallic damper for concentrically braced frame systems based on experimental and analytical studies;Ghamari;Struct Des Tall Spec Build,2022
5. Seismic performance of special concentric steel braced frames;Kumar,2019
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