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Vibration and stability of a nonconservative two-degree-of-freedom system

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It often results in a problem of eigenvalues of a non-symmetric matrix to solve the vibration and stability of a nonconservative structural system, which would cause many difficulties in numerical calculations. In the present paper, a variational principle with an additional condition for a nonconservative two-degree-of-freedom system is proposed, based on which an iterative procedure is formed. The method is to transform a nonconservative problem into a series of conservative ones. The convergence characters of the method are analysed and numerical results are given.

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Xiong, Y., Wang, T.K. Vibration and stability of a nonconservative two-degree-of-freedom system. Acta Mechanica 73, 231–238 (1988). https://doi.org/10.1007/BF01177042

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