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...
Salvato in:
| Autori principali: | , , , , |
|---|---|
| Natura: | Artigo |
| Lingua: | Inglês |
| Pubblicazione: |
Wiley
2026-01-01
|
| Serie: | Advances in Civil Engineering |
| Accesso online: | http://dx.doi.org/10.1155/adce/7673102 |
| Tags: |
Nessun Tag, puoi essere il primo ad aggiungerne!!
|