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Improved Response Surface Method for Time-Variant Reliability Analysis of Nonlinear Random Structures Under Non-Stationary Excitations

โœ Scribed by Sayan Gupta; C.S. Manohar

Book ID
111602705
Publisher
Springer Netherlands
Year
2004
Tongue
English
Weight
153 KB
Volume
36
Category
Article
ISSN
0924-090X

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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