Local Buckling Behavior of Buckling-Restrained Braces with Longitudinally Profiled Steel Core
One of the most important requirements for a well-designed buckling restrained brace (BRB) under severe earthquake loading is to ensure its stability until the brace achieves sufficient elasto-plastic deformation. This study presents the finite element analysis results of the proposed buckling restr...
| 出版年: | Crystals |
|---|---|
| 主要な著者: | , , , , |
| フォーマット: | 論文 |
| 言語: | 英語 |
| 出版事項: |
MDPI AG
2021-08-01
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| 主題: | |
| オンライン･アクセス: | https://www.mdpi.com/2073-4352/11/8/914 |