Method of calculating arch and cupola dams/shells for seismic loads based on the spectral theory of seismic stability of structures
Reliability and Quality of Hydro Developments
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Keywords
Energy Source Power Generation Power Engineer Renewable Energy Source Structural Foundation
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Literature cited
- 1.SNiP II-7-81. Construction is Seismic Regions [in Russian], Moscow, (1982).Google Scholar
- 2.I. I. Gudushauri, “Calculation of shells by the method of supersposition of fictitious orthotropic systems,” Soobshch. Akad. Nauk Gruz. SSR,34, 2 (1964).Google Scholar
- 3.I. I. Gudushauri, “Calculation of arch dams/shells by the method of superposition of fictitious orthotropic systems,” Soobshch. Akad. Nauk Gruz. SSR, Tbilisi,32, No. 2 (1965).Google Scholar
- 4.I. I. Gudushauri, “Calculation of arch dams for a seismic effect by the method of superposition of fictitious orthotropic systems,” in: Transactions of the Joint Conferences on Hydraulic Engineering [in Russian], VNIIG, No. 47 (1969).Google Scholar
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© Plenum Publishing Corporation 1991