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Seismic risk and measures to improve the earthquake resistance of retaining water-development works

  • Earthquake Resistance of Structures
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Hydrotechnical Construction Aims and scope

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References

  1. G. P. Rothe, “Les deformations liaes and seisme de 1954 d'El Asnam,”Bulletin de la Societe Geologue de France,19, No. 3 (1977).

  2. S. Chung-kang et al., “Earthquakes induced by reservoir impounding and their effect on the Hsinfengkiang Dam,”Sci. Sinica, No. 17(2) (1974).

  3. A. K. Chopra and P. Chakrabati, “The earthquake experience at Koyna Dam and stresses in concrete gravity dams,”Earthquake Engin. Struct. Dynam.,1 (1972).

  4. Pacoima arch dam. Investigations and evaluation of effects of San Fernando Earthquake, International Engineering Company, (August 1972).

  5. R. J. Kroll, Effects of the Northridge Earthquake on Pacoima Dam,Annual Conference Proceedings, Boston, USA September, 1994, Association of State Dam Safety Officials, Lexington (1994).

    Google Scholar 

  6. W. Indermaur, The Guilan Earthquake — 1990 — at Sefidrud Dam,Transactions of the Eighteenth International Congress on Large Dams, Vol. 5 (1994).

  7. J. L. Sherard et al.,Earth and Earth-Rock Dams, New York (1983).

  8. C. A. Davis and M. M. Sakado, Response of the Van Norman Complex to the Northridge Earthquake,Annual Conference Proceedings, Boston, USA, September 1994, Association of State Dam Safety Officials, Lexington (1994).

    Google Scholar 

  9. L. M. Bosovskii and G. O. Ovsepyan “Effect of an earthquake on the structure of the Chir-Yurt series of hydroelectric power plants,”Gidrotekh. Stroit., No. 1 (1972).

  10. L. I. Kudoyarov, G. K. Sukhanov et al., “State of water-power projects of the Armenian SSSR after the Spitak Earthquake,”Gidrotekh. Stroit., No. 8 (1989).

  11. Consideration of Seismic Effects in Designing Water-Development Works: A Manual for Section 5 “Water-Development Works,” Construction Rule and Regulations P-7-81 and P-17-85 [in Russian], Vsesoyuznyi Nauchno-issledovatel'skii Institut Gidrotekhniki im. B. E. Vedeneeva, Leningrad (1986).

  12. Sh. G. Napetvaridze, P. A. Gutidze et al., Model investigation of the failure pattern of the concrete arch dam at the Inguri hydroelectric plant during seismic activity,Collection of Scientific- Technical Papers of the GruzNIIÉGS [in Russian], No. 2(57), Énergiya, Moscow (1974).

    Google Scholar 

  13. Ya. I. Natarius,Improving the Earthquake Resistance of Concrete Dams [in Russian], Énergoatomizdat, Moscow (1988).

    Google Scholar 

  14. V. I. Bronshtein, “Design provision for and scientific monitoring of the safety of the Inguri arch dam,”Énerget. Stroit., No. 4 (1990).

  15. I.S. Sheinin, “An air curtain to protect water-development works from seismic and blast effect,”Gidrotekh. Stroit., No. 10 (1994).

  16. W. A. Haupt, Isolation of vibration by concrete core wall, Proceedings of the Ninth International Conference on Mechanics and Foundation Engineering, Vol. 2, Tokyo (1997).

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Translated from Gidrotekhnicheskoe Stroitel'stvo, No. 10, pp. 14–22, October, 1998.

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Novozhenin, V.D., Bronshtein, V.I. Seismic risk and measures to improve the earthquake resistance of retaining water-development works. Hydrotechnical Construction 32, 602–611 (1998). https://doi.org/10.1007/BF02446334

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