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- W2347979667 abstract "In order to analyze anti-seismic of the Xiaolangdi Dam,based on the total stress method,the inclined wall type of dam two-dimensional and three-dimensional dynamic finite element calculation was carried out.Then on the improved dam type namely inclined core wall type of dam two-dimensional and three-dimensional effective stress calculation of seismic response was completed.The calculation results show that,the inclined core wall type of dam anti-seismic is better than the inclined wall type of dam,on the stability of the dam,the most disadvantageous earthquake is reservoir-induced earthquake,in the maximum seismic intensity and the hypothesis of dam foundation constitute the most unfavorable circumstances,dam only partial is damaged and its overall stability is guaranteed." @default.
- W2347979667 created "2016-06-24" @default.
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- W2347979667 date "2012-01-01" @default.
- W2347979667 modified "2023-10-04" @default.
- W2347979667 title "Seismic Response Analysis on Total Stress Method and Effective Stress Method Aim for the Dam" @default.
- W2347979667 hasPublicationYear "2012" @default.
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