An SQP-based reduced Hessian method for simultaneous analysis and design (SAND) of non-linearly behaving structures is presented and compared with conventional nested analysis and design (NAND) methods. It is shown that it is possible to decompose the SAND formulation to take advantage of the partic
β¦ LIBER β¦
A method for reducing coefficients in integer linear inequalities
β Scribed by J. M. Wilson
- Publisher
- John Wiley and Sons
- Year
- 1983
- Tongue
- English
- Weight
- 373 KB
- Volume
- 30
- Category
- Article
- ISSN
- 0894-069X
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