A numerical procedure to compute the statistical second moment (variance) characteristics of the response of linear structures--modeled by large FE models--under stochastic loading is presented. For this purpose modal analysis including a static correction procedure is applied in order to calculate
On the stochastic response of nonlinear FE models
✍ Scribed by G. I. Schuëller; H. J. Pradlwarter
- Publisher
- Springer
- Year
- 1999
- Tongue
- English
- Weight
- 276 KB
- Volume
- 69
- Category
- Article
- ISSN
- 0939-1533
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