Optimization of truss-structures for "nding optimal cross-sectional size, topology, and con"guration of 2-D and 3-D trusses to achieve minimum weight is carried out using real-coded genetic algorithms (GAs). All the above three optimization techniques have been made possible by using a novel represe
β¦ LIBER β¦
Discrete minimum weight design of steel structures using EC3 code
β Scribed by G. Guerlement; R. Targowski; W. Gutkowski; J. Zawidzka; J. Zawidzki
- Publisher
- Springer-Verlag
- Year
- 2001
- Tongue
- English
- Weight
- 153 KB
- Volume
- 22
- Category
- Article
- ISSN
- 1615-1488
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