Seismically induced racking of tunnel linings.
An analytical procedure is presented for evaluating the racking deformation of rectangular and circular tunnel linings caused by soil structure interaction during a seismic event. The procedure, as applied to rectangular linings, is supplementary to that previously published by Penzien and Wu for ci...
| 发表在: | Earthquake engineering & structural dynamics. 29, 5 (2000). |
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| 格式: | 文件 |
| 语言: | English |
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