Study on the Effect of Bolt Slippage and Foundation Settlement on the Bearing Capacity of Tower-Line System
The bolted joints of angle steel transmission tower will slide relatively under load, that is, the bolt-slippage effect. The existing research on the bearing capacity of transmission towers often ignores the bolt-slippage effect, resulting in deviations in the analysis of the bearing capacity of tra...
| Main Authors: | , |
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| Formato: | Artigo |
| Idioma: | English |
| Publicado: |
IEEE
2024-01-01
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| Series: | IEEE Access |
| Subjects: | |
| Acceso en liña: | https://ieeexplore.ieee.org/document/10496682/ |