The analyses of dynamic response and reliability of fuzzy-random truss under stationary stochastic excitation

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Original languageEnglish
Pages (from-to)443-455
Number of pages13
JournalComputational mechanics
Volume45
Issue number5
Publication statusPublished - 12 Jan 2010

Abstract

A new two-factor method based on theprobability and the fuzzy sets theory is used for the analyses of the dynamic response and reliability of fuzzy-random truss systems under the stationary stochastic excitation. Considering the fuzzy-randomness of the structural physical parameters and geometric dimensions simultaneously, the fuzzy-random correlation function matrix of structural displacement response in time domain and the fuzzy-random mean square values of structural dynamic response in frequency domain are developed by using the two-factor method, and the fuzzy numerical characteristics of dynamic responses are then derived. Based on numerical characteristics of structural fuzzy-random dynamic responses, the structural fuzzy-random dynamic reliability and its fuzzy numerical characteristic are obtained from the Poisson equation. The effects of the uncertainty of the structural parameters on structural dynamic response and reliability are illustrated via two engineering examples and some important conclusions are obtained.

Keywords

    Dynamic response, Fuzzy numerical characteristics, Fuzzy-random dynamic reliability, Fuzzy-random truss systems, Stationary stochastic excitation, Two-factor method

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The analyses of dynamic response and reliability of fuzzy-random truss under stationary stochastic excitation. / Ma, Juan; Gao, Wei; Wriggers, Peter et al.
In: Computational mechanics, Vol. 45, No. 5, 12.01.2010, p. 443-455.

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abstract = "A new two-factor method based on theprobability and the fuzzy sets theory is used for the analyses of the dynamic response and reliability of fuzzy-random truss systems under the stationary stochastic excitation. Considering the fuzzy-randomness of the structural physical parameters and geometric dimensions simultaneously, the fuzzy-random correlation function matrix of structural displacement response in time domain and the fuzzy-random mean square values of structural dynamic response in frequency domain are developed by using the two-factor method, and the fuzzy numerical characteristics of dynamic responses are then derived. Based on numerical characteristics of structural fuzzy-random dynamic responses, the structural fuzzy-random dynamic reliability and its fuzzy numerical characteristic are obtained from the Poisson equation. The effects of the uncertainty of the structural parameters on structural dynamic response and reliability are illustrated via two engineering examples and some important conclusions are obtained.",
keywords = "Dynamic response, Fuzzy numerical characteristics, Fuzzy-random dynamic reliability, Fuzzy-random truss systems, Stationary stochastic excitation, Two-factor method",
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T1 - The analyses of dynamic response and reliability of fuzzy-random truss under stationary stochastic excitation

AU - Ma, Juan

AU - Gao, Wei

AU - Wriggers, Peter

AU - Wu, Tao

AU - Sahraee, Shahab

PY - 2010/1/12

Y1 - 2010/1/12

N2 - A new two-factor method based on theprobability and the fuzzy sets theory is used for the analyses of the dynamic response and reliability of fuzzy-random truss systems under the stationary stochastic excitation. Considering the fuzzy-randomness of the structural physical parameters and geometric dimensions simultaneously, the fuzzy-random correlation function matrix of structural displacement response in time domain and the fuzzy-random mean square values of structural dynamic response in frequency domain are developed by using the two-factor method, and the fuzzy numerical characteristics of dynamic responses are then derived. Based on numerical characteristics of structural fuzzy-random dynamic responses, the structural fuzzy-random dynamic reliability and its fuzzy numerical characteristic are obtained from the Poisson equation. The effects of the uncertainty of the structural parameters on structural dynamic response and reliability are illustrated via two engineering examples and some important conclusions are obtained.

AB - A new two-factor method based on theprobability and the fuzzy sets theory is used for the analyses of the dynamic response and reliability of fuzzy-random truss systems under the stationary stochastic excitation. Considering the fuzzy-randomness of the structural physical parameters and geometric dimensions simultaneously, the fuzzy-random correlation function matrix of structural displacement response in time domain and the fuzzy-random mean square values of structural dynamic response in frequency domain are developed by using the two-factor method, and the fuzzy numerical characteristics of dynamic responses are then derived. Based on numerical characteristics of structural fuzzy-random dynamic responses, the structural fuzzy-random dynamic reliability and its fuzzy numerical characteristic are obtained from the Poisson equation. The effects of the uncertainty of the structural parameters on structural dynamic response and reliability are illustrated via two engineering examples and some important conclusions are obtained.

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KW - Fuzzy numerical characteristics

KW - Fuzzy-random dynamic reliability

KW - Fuzzy-random truss systems

KW - Stationary stochastic excitation

KW - Two-factor method

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DO - 10.1007/s00466-009-0463-7

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