A new plastic-damage constitutive model for cyclic loading of concrete has been developed for the earthquake analysis of concrete dams. The rate-independent model consistently includes the effects of strain softening, represented by separate damage variables for tension and compression. A simple sca
Fuzzy parameters analysis of time-dependent fracture of concrete dam models
โ Scribed by Fabrizio Barpi; Silvio Valente
- Publisher
- John Wiley and Sons
- Year
- 2002
- Tongue
- English
- Weight
- 404 KB
- Volume
- 26
- Category
- Article
- ISSN
- 0363-9061
- DOI
- 10.1002/nag.235
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