A perturbation method for determining the buckling strength of imperfection-sensitive structures is presented. The method is based on an extended system which was first used by Seydel in computation of limit points of nonlinear systems. The effects of various possible sources of structural imperfect
โฆ LIBER โฆ
Some statistical aspects of the buckling of imperfection-sensitive structures
โ Scribed by J. Roorda
- Publisher
- Elsevier Science
- Year
- 1969
- Tongue
- English
- Weight
- 938 KB
- Volume
- 17
- Category
- Article
- ISSN
- 0022-5096
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