Study on the Shear Lag Calculation Method for Damaged Box Girder
Shear lag stresses increase significantly in cracked concrete box girders; however, most existing models assume intact sections and are, therefore, unsuitable for rapid field diagnosis. This study integrates a stepped stiffness model with deflection influence lines to accurately capture the mechanic...
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| 主要な著者: | , , , , |
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| フォーマット: | Artigo |
| 言語: | Inglês |
| 出版事項: |
MDPI AG
2025-05-01
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| シリーズ: | Buildings |
| 主題: | |
| オンライン･アクセス: | https://www.mdpi.com/2075-5309/15/11/1901 |
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