A semi-analytical method for the analysis of the interactive buckling of thin-walled elastic structures in the second order approximation
✍ Scribed by Zbigniew Kolakowski
- Publisher
- Elsevier Science
- Year
- 1996
- Tongue
- English
- Weight
- 932 KB
- Volume
- 33
- Category
- Article
- ISSN
- 0020-7683
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📜 SIMILAR VOLUMES
## ¹" 1 2 y \*w H \*y \*w I \*x \*w J \*x # \*w I \*y \*w J \*y dx dy (10) and indices i, j, k and l are summed over 1, 2 , n. The dynamic behaviour of the structure may be obtained by Lagrange's equations for a conservative system, which leads to ! \* \*t \*¹ \*qR P # \*¹ \*q P ! \*< \*q P
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