Simplified analysis for tunnel seismic response in transverse direction

The Shanghai Yangtze River Tunnel: Theory, Design and Constr. - Complimentary Special Issue to the Sixth Int. Symposium on Geotechnical Aspects of Underground Constr. in Soft Ground, IS-SHANGHAI 2008(2008)

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摘要
This paper presents a summary of seismic analysis and design for underground structure in current. A quasi-static method for tunnel seismic responses is recommend, and little revision is made for this method. The reliability of the approach is proved by a case. The work of this paper can be expected to result in wider usage as a reliable quasi-static method for seismic analysis in tunnel engineering. © 2008 Taylor & Francis Group.
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