Overturning and Reinforcement of Single-Column Pier Curved Girder Bridge Considering the Secondary Effect of Overturning
The overturning resistance of curved single-column pier bridges has garnered increasing attention with the rise in infrastructure demands. However, aspects such as the secondary effects of overturning and the dynamic interactions between vehicles and bridges have not been fully explored. Hence, a re...
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| Main Authors: | Xinglian Huang, Lan Chen, Yang Quan, Xinfeng Yin |
|---|---|
| Format: | Article |
| Language: | English |
| Published: |
MDPI AG
2025-05-01
|
| Series: | Buildings |
| Subjects: | |
| Online Access: | https://www.mdpi.com/2075-5309/15/11/1773 |
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