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
Probability densities of the response of nonlinear structures under stochastic dynamic excitation
✍ Scribed by N.C. Hampl; G.I. Schuëller
- Publisher
- Elsevier Science
- Year
- 1989
- Tongue
- English
- Weight
- 744 KB
- Volume
- 4
- Category
- Article
- ISSN
- 0266-8920
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