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Effect of Flexibility Ratio on Seismic Response of Cut-and-Cover Box Tunnel
Equivalent linear time history analyses are conducted to calculate the seismic response of various types of cut-and-cover single box tunnels. A finite-element numerical model is calibrated against the results of centrifuge tests. The calculated tunnel responses compare favourably with the measuremen...
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| Autori principali: | , , , |
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| Natura: | Artigo |
| Lingua: | Inglês |
| Pubblicazione: |
Hindawi Limited
2019-01-01
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| Serie: | Advances in Civil Engineering |
| Accesso online: | http://dx.doi.org/10.1155/2019/4905329 |
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