Seismic Response of the Continuous Rigid-Framed Bridge with Super-High Piers Based on Shaking Table Tests
Continuous rigid-framed bridges with super-high piers (CRFB-HP) have been widely applied in mountain areas. However, their seismic performance is still urgently to be clarified. In this study, the refined finite element model (FEM) of a CRFB-HP was constructed and verified according to the shaking t...
محفوظ في:
| المؤلفون الرئيسيون: | , , , , |
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| التنسيق: | Artigo |
| اللغة: | Inglês |
| منشور في: |
MDPI AG
2024-05-01
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| سلاسل: | Buildings |
| الموضوعات: | |
| الوصول للمادة أونلاين: | https://www.mdpi.com/2075-5309/14/6/1527 |
| الوسوم: |
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