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...
| Published in: | Earthquake engineering & structural dynamics. 35, 4 (2006). |
|---|---|
| Main Author: | |
| Format: | Article |
| Language: | English |
| Subjects: |