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Seismic stability of concrete gravity dams operating jointly with their bases

  • Investigations and Experiments
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Hydrotechnical Construction Aims and scope

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Literature cited

  1. V. N. Lombardo, “Seismologic information for analysis of seismic stability of massive structures operating jointly with their bases,”Izv. VNIIG,103 (1973)

  2. V. N. Lombardo and N. G. Murav'eva, “Correction of instrumental recordings of displacements and accelerations caused by earthquakes,”Izv. VNIIG,105 (1974).

  3. M. P. Salganik, M. E. Groshev, and V. V. Shteinberg, “Synthetic accelerograms for simulation of seismic actions of magnitudes 7, 8, and 9,”Vopr. Inzh. Seism., No. 28 (1987).

  4. M. E. Groshev and D. N. Olimpiev, “Algorithm for evaluating seismic stability of concrete hydraulic structures,”Tr. Gidroproekta, No. 145 (1990).

  5. V. N. Lombardo, “Elastic and inertial forces in seismic loading on dam at the Kurpsa hydroelectric plant,”Gidrotekh. Strait., No. 4 (1983).

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Translated from Gidrotekhnicheskoe Stroitel'stvo, No. 4, pp. 43–48, April, 1991.

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Groshev, M.E., Olimpiev, D.N. Seismic stability of concrete gravity dams operating jointly with their bases. Hydrotechnical Construction 25, 232–240 (1991). https://doi.org/10.1007/BF01423642

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  • DOI: https://doi.org/10.1007/BF01423642

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