Seismic behaviour of cracked concrete gravity dams.
A finite element model of incremental displacement constraint equations (IDCE), based on an existing node-to-surface concept, is implemented to deal with dynamic contact surfaces in the seismic behaviour analysis of cracked concrete gravity dams. After verification for sliding, rocking and impact, t...
| Publicat a: | Earthquake engineering & structural dynamics. 35, 4 (2006). |
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| Autor principal: | |
| Format: | Article |
| Idioma: | English |
| Matèries: |