The dynamic characteristics and responses of stochastic truss structures under non-stationary random excitation are investigated using a new method called the random factor method (RFM). Using the RFM, the structural physical parameters and geometry can be considered as random variables. Based on th
โฆ LIBER โฆ
A new method for random vibration analysis of stochastic truss structures
โ Scribed by Wei Gao; Nong Zhang; Jinchen Ji
- Book ID
- 111712959
- Publisher
- Elsevier Science
- Year
- 2009
- Tongue
- English
- Weight
- 441 KB
- Volume
- 45
- Category
- Article
- ISSN
- 0168-874X
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