Dynamic response analysis of stochastic
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Wei Gao; N.J. Kessissoglou
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Article
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2007
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Elsevier Science
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English
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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