In this paper, the non-linear seismic response of arch dams is presented using the concept of Continuum Damage Mechanics (CDM). The analysis is performed using the "nite element technique and appropriate non-linear material and damage models in conjunction with the -algorithm for time marching. Beca
✦ LIBER ✦
Propagation of hydraulically induced fractures—a continuum damage mechanics approach
✍ Scribed by P. Valkó; M.J. Economides
- Publisher
- Elsevier Science
- Year
- 1994
- Tongue
- English
- Weight
- 868 KB
- Volume
- 31
- Category
- Article
- ISSN
- 0148-9062
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