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...
| Foilsithe in: | Earthquake engineering & structural dynamics. 29, 5 (2000). |
|---|---|
| Príomhchruthaitheoir: | |
| Formáid: | Alt |
| Teanga: | English |
| Ábhair: |