The present paper describes numerical techniques for the computational simulation of the membrane method for shape determination of arch dams and subsequent stress analysis of the dam shell. The method is based on the nonlinear computation of membrane deformation using the finite-element method. Tec
Computer analysis of arch dams by the method of cantilever-arch directions
β Scribed by V. I. Bronshtein; V. F. Ivanishchev
- Publisher
- Springer
- Year
- 1972
- Tongue
- English
- Weight
- 517 KB
- Volume
- 6
- Category
- Article
- ISSN
- 1570-1468
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