INFLUENCE OF BEAM HEIGHT-COLUMN WIDTH RATIO ON SEISMIC BEHAVIOR OF RC MOMENT RESISTING FRAMES
Most reputable international design codes have included provisions for achieving ductile behavior and avoiding brittle and hazardous behavior in reinforced concrete frames. These provisions aim to achieve the concept of the weak beam-strong column, where plastic hinges during an earthquake occur fir...
| 出版年: | مهندسی عمران شریف |
|---|---|
| 主要な著者: | , |
| フォーマット: | 論文 |
| 言語: | ペルシア語 |
| 出版事項: |
Sharif University of Technology
2024-11-01
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| 主題: | |
| オンライン･アクセス: | https://sjce.journals.sharif.edu/article_23511_e5aaa8dec853318dbbcdb28b789119a9.pdf |