DIAGONAL EXPANSION AND CONTRACTION OF A CIRCULAR TUNNEL DURING EARTHQUAKES
Author:
Affiliation:
1. JSCE
2. Inst. of Industrial Science, University of Tokyo
Publisher
Japan Society of Civil Engineers
Link
https://www.jstage.jst.go.jp/article/jscej1984/1998/591/1998_591_47/_pdf
Reference7 articles.
1. 1) Iida, H., Hiroto, T., Yoshida, N. and M. Iwafuji: Damage to Daikai Subway Station, Special Issue of Soils and Foundations, Japanese Geotechnical Society, pp. 283-300, 1996.
2. 2) Tamura, C. and Kato, K.: A Study on Deformation of Tunnels during Earthquakes, Recent Advances in Lifeline Earthquake Engineering in Japan, ASME, pp. 151-158, 1980.
3. 3) Suzuki, T. and Tamura, C.: Proposal of a Seismic Isolation Structure for Urban Tunnels and the Method to Evaluate its Isolation Effect, Jour., Structural mechanics and Earthquake Engineering, No. 525/I-33, JSCE, pp. 275-286, 1995.
4. 4) Nogami, T. and Novak, M.: Resistance of Soil to a Horizontally Vibrating Pile, Earthquake Engineering and Structural Dynamics, Vol. 5, pp. 249-261, 1977.
5. 5) Pao, Y. H. and Mow, C. C.: Diffraction of Elastic Waves and Dynamic Stress Concentrations, Crane Russak, New York, 1973.
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