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...
| الحاوية / القاعدة: | Earthquake engineering & structural dynamics. 35, 4 (2006). |
|---|---|
| المؤلف الرئيسي: | |
| التنسيق: | مقال |
| اللغة: | English |
| الموضوعات: |