Push-Out Analysis on the Shear Performance of a New Type of Bellow-Sleeved Stud
For continuous steel–concrete composite girder bridges based on the post-combined method, the conventional rectangular group studs contribute to the isolation of the steel girder and the concrete slab before prestressing, leading to the majority of prestress forces being introduced to the concrete s...
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| Asıl Yazarlar: | , , , , |
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| Materyal Türü: | Artigo |
| Dil: | Inglês |
| Baskı/Yayın Bilgisi: |
MDPI AG
2024-05-01
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| Seri Bilgileri: | Buildings |
| Konular: | |
| Online Erişim: | https://www.mdpi.com/2075-5309/14/5/1483 |
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