Seismic performance of concrete tunnel–sand–pile interaction by the shake table test
Abstract This research presents the square root sum of squares response of displacements and tunnel moments under the Kobe and Loma Prieta seismic excitations with a peak ground acceleration of 0.05 g for various dry relative densities of local sand in Bangladesh. For this reason, a one‐dimensional...
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| Hauptverfasser: | , |
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| Format: | Artigo |
| Sprache: | Inglês |
| Veröffentlicht: |
Wiley
2025-09-01
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| Schriftenreihe: | Deep Underground Science and Engineering |
| Schlagworte: | |
| Online-Zugang: | https://doi.org/10.1002/dug2.12123 |
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