A method for coupled arch dam-foundation-reservoir seismic behaviour analysis.
This paper presents a method for coupled arch dam-foundation-reservoir seismic behaviour analysis. The dam is discretized by finite elements (FE) and the foundation and reservoir are discretized by boundary elements (BE). The opening of contraction joints and the spatial variability of the seismic a...
| Τόπος έκδοσης: | Earthquake engineering & structural dynamics. 29, 4 (2000). |
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| Κύριος συγγραφέας: | |
| Μορφή: | Άρθρο |
| Γλώσσα: | English |
| Θέματα: |