Study on Dynamic Response Mechanism of Double-Track Parallel Tunnels Under Seismic Loading
Earthquake-induced tunnel damage poses a significant threat to tunnel serviceability. To investigate the dynamic response of double-track parallel tunnels under seismic loading, this study employs numerical simulations to analyze their behavior. The results show that the circumferential distribution...
محفوظ في:
| المؤلفون الرئيسيون: | , , , , |
|---|---|
| التنسيق: | Artigo |
| اللغة: | Inglês |
| منشور في: |
Wiley
2026-01-01
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| سلاسل: | Advances in Civil Engineering |
| الوصول للمادة أونلاين: | http://dx.doi.org/10.1155/adce/7673102 |
| الوسوم: |
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