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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| Autors principals: | , , , , |
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| Format: | Artigo |
| Idioma: | Inglês |
| Publicat: |
MDPI AG
2025-05-01
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| Col·lecció: | Buildings |
| Matèries: | |
| Accés en línia: | https://www.mdpi.com/2075-5309/15/11/1901 |
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