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¦
Minimum weight design of truss structures with geometric nonlinear behavior
β Scribed by KHOT, N. S.; KAMAT, M. P.
- Book ID
- 121293548
- Publisher
- American Institute of Aeronautics and Astronautics
- Year
- 1985
- Tongue
- English
- Weight
- 713 KB
- Volume
- 23
- Category
- Article
- ISSN
- 0001-1452
- DOI
- 10.2514/3.8882
No coin nor oath required. For personal study only.
π SIMILAR VOLUMES
Design of truss-structures for minimum w
β
Kalyanmoy Deb; Surendra Gulati
π
Article
π
2001
π
Elsevier Science
π
English
β 237 KB
Minimum weight design of structures with
β
StanisΕaw F. JΓ³ΕΊwiak
π
Article
π
1986
π
Elsevier Science
π
English
β 407 KB
Behavior of fully stressed design of str
β
RAZANI, R.
π
Article
π
1965
π
American Institute of Aeronautics and Astronautics
π
English
β 924 KB
Minimum-weight design of structures with
β
Bo Ping Wang
π
Article
π
1991
π
Elsevier Science
π
English
β 245 KB
A transformation for geometric programmi
β
A.J. Morris
π
Article
π
1975
π
Elsevier Science
π
English
β 124 KB
Minimum weight design of non-linear elas
β
Alfredo Sollazzo; Francesco Trentadue
π
Article
π
1999
π
John Wiley and Sons
π
English
β 144 KB
π 2 views
A method for minimum weight design of non-linear elastic structures with prescribed buckling strength is presented. The problem is treated for simple critical states both in the case of the bifurcation point and in the case of the turning point. Problems are shown to illustrate the applicability of