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Standardization of seismic loadings on large hydraulic structures

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  • Discussion of Construction Norms
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Hydrotechnical Construction Aims and scope

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Literature cited

  1. O. A. Savinov and A. M. Uzdin, “Method of accounting for structure-foundation interaction in earthquake-response computations,” Seism. Stroit., No. 1 (1977).

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  3. V. A. Il'ichev, “Dynamic design of foundations,” in: Proc. of the Sci. Inst. of Bases and Underground Structures [in Russian], Moscow.

  4. O. A. Savinov, A. M. Uzdin, and L. N. Tsvetkov, “Evaluating the effect of structure interaction with an arbitrary linearly deformable foundation in engineering computations,” VNIIG,118 (1977).

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  8. O. Ya. Shekhter, “Forced horizontal vibrations of a circular plate on an elastic half space,” in: Proc. of the Sci.-Res. Inst. of Bases and Underground Structures [in Russian], No. 61 (1971).

  9. R. N. Arnold, G. N. Bycroft, and G. B. Warburton, “Forced vibrations of a body on an infinite elastic solid,” J. Appl. Mech.,22, No. 3 (1955).

  10. G. G. Hart and R. Vasudevau, Earthquake design of buildings: Damping, Proc. of the Am. Soc. of Civ. Eng., Vol. 101, No. Stl (1975).

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Translated from Gidrotekhnicheskoe Stroitel'stvo, No. 8, pp. 51–53, August, 1979.

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Savinov, O.A., Uzdin, A.M. Standardization of seismic loadings on large hydraulic structures. Hydrotechnical Construction 13, 821–824 (1979). https://doi.org/10.1007/BF02305316

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