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
Dynamic analysis and design of uncertain systems against random excitation using probabilistic method
β Scribed by Moon, Byung-young ;Kang, Beom-soo ;Park, Jung-hyen
- Publisher
- Springer-Verlag
- Year
- 2002
- Tongue
- Korean
- Weight
- 565 KB
- Volume
- 16
- Category
- Article
- ISSN
- 1226-4865
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