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Seismically induced racking of tunnel linings

✍ Scribed by Penzien, Joseph


Book ID
101220242
Publisher
John Wiley and Sons
Year
2000
Tongue
English
Weight
147 KB
Volume
29
Category
Article
ISSN
0098-8847

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✦ Synopsis


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 (Earthquake Engineering and Structural Dynamics, 1998; 27:283}300) for circular linings.


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