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- W2350717161 abstract "Based on the proposed 3-D elasto-viscoplastic dynamic constitutive model of soil and applying a new kind of 3-D anisotropic thin element to simulate the interface, a 3-D authentic nonlinear seismic response analysis method for high concrete faced rockfill dams (CFRD) is presented. Using the proposed method, based on large-scale triaxial dynamic test results of soils, the acceleration and stress response, joint dynamic displacements and element anti-seismic safety of Longshou CFRD are studied and evaluated. The results show that the concrete faced rockfill dams (CFRD) have good anti-seismic ability." @default.
- W2350717161 created "2016-06-24" @default.
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- W2350717161 date "2004-01-01" @default.
- W2350717161 modified "2023-09-23" @default.
- W2350717161 title "3-D authentic nonlinear dynamic analysis and evaluation of Longshou concrete faced rockfill dam" @default.
- W2350717161 hasPublicationYear "2004" @default.
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