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
โฆ LIBER โฆ
Optimal structural design under dynamic loads
โ Scribed by T-T. Feng; J. S. Arora; E. J. Haug Jr.
- Publisher
- John Wiley and Sons
- Year
- 1977
- Tongue
- English
- Weight
- 708 KB
- Volume
- 11
- Category
- Article
- ISSN
- 0029-5981
No coin nor oath required. For personal study only.
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