Wind-resistant performances comparison between a long-span CFRP and a steel cable-stayed
Abstract Two ultra-long-span cable-stayed bridge schemes, identical in deck configuration and main span length of 1500 m but differ in steel and carbon fiber reinforced polymer (CFRP) stay cables, are first designed based on the equivalent strength principle. Finite element analyses are then conduct...
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| Principais autores: | , , |
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| Formato: | Artigo |
| Idioma: | Inglês |
| Publicado: |
SpringerOpen
2025-08-01
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| Series: | Advances in Bridge Engineering |
| Assuntos: | |
| Acceso en liña: | https://doi.org/10.1186/s43251-025-00177-1 |
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