This paper presents a new method for the dynamic response analysis of linear stochastic truss structures under stationary random excitation. Considering the randomness of the structural physical parameters and geometric dimensions, the computational expressions of the mean value, variance and variat
Response analysis of stochastic parameter structures under non-stationary random excitation
โ Scribed by Jie Li; Songtao Liao
- Publisher
- Springer
- Year
- 2001
- Tongue
- English
- Weight
- 234 KB
- Volume
- 27
- Category
- Article
- ISSN
- 0178-7675
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