Nonlinear vibration for moderate thickness rectangular cracked plates including coupled effect of elastic foundation

Author:

Yong-gang Xiao,Yi-ming Fu,Xu-dong Zha

Publisher

Springer Science and Business Media LLC

Subject

Applied Mathematics,Mechanical Engineering,Mechanics of Materials

Reference10 articles.

1. Szilard R.Theory and Analysis of Plates Classical and Numerical Method[M]. Englewood Chiffs, Prentice-Hall, Inc, New Jersey, 1974.

2. Faw T F, Shi X P, Tan S A. Use of pasternak foundation in concrete pavement analysis [J].Journal of Transportation Engineering, 1996 (July/Aug): 323–328.

3. Li Zhengliang, Deng Anfu. Boundary integral equations for the bending problem of plates on two-parameter foundation [J]Applied Mathematics and Mechanics (English Edition), 1992,13(7): 657–667.

4. Wang Jianguo, Huang Maokuang. Boundary element analysis of thin plates on the two-parameter elastic foundation [J].China Civil Engineering Journal, 1992,25(3): 51–59 (in Chinese).

5. Sonzogni V E, Idelsohn S R. Free vibration of rectangular plates of exponentially varying thickness and with a free edge [J].Journal of Sound and Vibration, 1990,140(3): 513–522.

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