[1] B. Sun, et al., Boundary element analysis of transient response for two-dimensional viscoelastic structures, Shanghai Mechanics, 11, 1 (1990), (in Chinese)
[2] B. Sun, et al. Boundary element analysis of transient response for multi phase viscoelastic structures, CoIoputational Structure Mechanics and Applicalions, 7 (1990), 19~21. (inChinese)
[3] T. Yang, Dynamc responses of axisymmetrical problems for a viscoelastic plate on aviscoelastic foundation, Acta Mechanica Sinica, 22, 2 (1990), 217~222.
[4] P. Gu and J. Zhu, Study of approximate ftinda mental solution of orthogonal polynomials in dynamical BEM, Coinputational Structure Mechanics and Applications, 7,4 (1990), 65~72. (in Chinese)
[5] F. Durbin, Numberical inversion of Laplace transform: An efficient improvement to Dubher and Abate's method, The Computer Journal, 17 (1974), 371 ~376.
[6] M. K. Miller and W. T. Guy, Numerical inversion of the Laplace transform by use ofJacobi polynomials, SIAM J. Nulner. Anal., 3, 4 (1966), 624~635.
[7] R. Bellman, R. E. Kalaba and J. Lockett, Numerical Inversion of the Laplace Trans form Amer. Elsevier Publ. Co. (1966).
[8] C. A. Brebbia, Boundary Element Techniques: Theory and Applications in Engineering,Springer-Verlag (1984). |
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