Equivalent Stochastic Linearization for Nonlinear Uncertain Structure Under Stationary Gaussian Stochastic Excitation

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  • (School of Naval Architecture, Ocean and Civil Engineering, Shanghai Jiaotong University, Shanghai 200240, China)

Online published: 2014-01-15

Abstract

Equivalent stochastic linearization (ESL) for nonlinear uncertain structure under stationary stochastic excitation is presented. There are two parts of difference between the original system and equivalent system: one is caused by the difference between the means of original and equivalent stochastic structure; and another is caused by the difference between the original and equivalent stochastic structure which has the relation with stochastic variables. Statistical characteristics of equivalent stochastic structure can be obtained in accordance with mean square criterion, so nonlinear stochastic structure is transformed into linear stochastic structure. In order to attain that objective, the compound response spectrum of linear stochastic structure under stationary random excitation which is used in the solution is derived in the case of the mutual independence between stochastic excitation and stochastic structure. Finally, the example shows the accuracy and validity of the proposed method.

Cite this article

LIU Yong* (刘 勇), CHEN Lu-yun (陈炉云), YI Hong (易 宏) . Equivalent Stochastic Linearization for Nonlinear Uncertain Structure Under Stationary Gaussian Stochastic Excitation[J]. Journal of Shanghai Jiaotong University(Science), 2014 , 19(1) : 123 -128 . DOI: 10.1007/s12204-014-1480-z

References

[1] Impollonia N, Muscolino G. Static and dynamic analysis of non-linear uncertain structures [J]. Meccanica, 2002, 37: 179-192.
[2] Li Jie, Chen Jian-bing. Stochastic dynamics of structures[M]. Singapore: John Wiley & Sons, 2009: 164-171.
[3] Fan Yao-qing. Study on methods for non-linear compound stochastic vibration and their applications in engineering [D]. Shanghai: Collgege of Civil Engineering,Tongji University, 2007 (in Chinese).
[4] Chen Ying, Wang Dong-sheng, Zhu Chang-chun, et al. Vibration response spectrum analysis of structures with uncertain stiffness under stochastic base excitation[J]. Journal of Vibration and Shock, 2004, 23(3):87-90 (in Chinese).
[5] Wang Feng-wu, Lou Meng-lin. Stochastic seismic response analysis of stochastic structural system [J].Journal of Tongji University, 2004, 32(1): 6-9 (in Chinese).
[6] Zhu Wei-qiu. Stochastic vibration [M]. Beijing: Science Press, 1992: 320-322 (in Chinese).
[7] Li Jie, Chen Jian-bing. Advances in theory and applications of random vibration [M]. Shanghai: Tongji University Press, 2009: 45-65 (in Chinese).

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