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...
保存先:
| 主要な著者: | , |
|---|---|
| フォーマット: | Artigo |
| 言語: | Inglês |
| 出版事項: |
Wiley
2025-09-01
|
| シリーズ: | Deep Underground Science and Engineering |
| 主題: | |
| オンライン･アクセス: | https://doi.org/10.1002/dug2.12123 |
| タグ: |
タグなし, このレコードへの初めてのタグを付けませんか!
|