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Effect of foundation design on seismic resistance of large-panel buildings (from data of kyzylkum earthquake, 1976)

  • From The Experience Of Construction Organizations
  • Published:
Soil Mechanics and Foundation Engineering Aims and scope

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Literature cited

  1. I. K. Minami and I. Sakurai, Seismic Response of Buildings with and without Basements and Piles, Preprints of Fifth World Conference on Earthquake Engineering, Rome (1973).

  2. A. I. Martem'yanov and V. V. Shirin, "Accuracy of macroseismic evaluation in determining the intensity of an earthquake (as exemplified by the Gasli earthquake of April 8, 1976)," in: Seismically Stable Construction, No. 11 (1976).

  3. A. I. Martem'yanov and K. S. Abdurashidov, Evaluation of Strength of Structures by Instrumental Method [in Russian], Izv. Akad. Nauk Uzb. SSR, Ser. Tekh. Nauk, No. 2 (1964).

  4. A. I. Martem'yanov, Engineering Analysis of Results of the 1946 and 1966 Earthquakes in Tashkent [in Russian], Taskhent Branch of the Academy of Sciences of the USSR (FAN) (1967).

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Authors and Affiliations

  1. All-Russian Central State Construction Office (Gosstroi), USSR

    A. I. Martem'yanov

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  1. A. I. Martem'yanov
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Translated from Osnovaniya, Fundamenty i Mekhanika Gruntov, No. 6, pp. 5–7, November–December, 1977

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Martem'yanov, A.I. Effect of foundation design on seismic resistance of large-panel buildings (from data of kyzylkum earthquake, 1976). Soil Mech Found Eng 14, 373–376 (1977). https://doi.org/10.1007/BF02092231

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  • DOI: https://doi.org/10.1007/BF02092231

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