Seismically induced racking of tunnel li
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Penzien, Joseph
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Article
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2000
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John Wiley and Sons
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English
โ 147 KB
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 (Earth