A hybrid approach for fatigue assessment of reinforced concrete bridge deck considering realistic bridge-traffic interaction
Abstract Reinforced concrete (RC) bridge decks are directly exposed to daily traffic loads and often experience surface cracking caused by excessive stress or fatigue accumulation. The bridge deck fatigue performance over traffic loads needs to be assessed based on accurate dynamic interaction analy...
محفوظ في:
| المؤلفون الرئيسيون: | , |
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| التنسيق: | Artigo |
| اللغة: | Inglês |
| منشور في: |
SpringerOpen
2024-01-01
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| سلاسل: | Advances in Bridge Engineering |
| الموضوعات: | |
| الوصول للمادة أونلاين: | https://doi.org/10.1186/s43251-023-00112-2 |
| الوسوم: |
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