A computational algorithm is developed and applied for optimization of beam and plate structures, subject to constraints on transient dynamic response. A continuous design formulation is retained, with dynamic response governed by partial differential operator equations. Adjoint equations are employ
β¦ LIBER β¦
Optimal design of dynamically constrained structures
β Scribed by C.P. Pantelides; Shyh-Rong Tzan
- Publisher
- Elsevier Science
- Year
- 1997
- Tongue
- English
- Weight
- 804 KB
- Volume
- 62
- Category
- Article
- ISSN
- 0045-7949
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