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Ratings 100% (1) 1 out of 1 people found this document helpful. 1 5 ú M2 å ú3 í ¾*O2 Evaluation of Deformation Characteristics of Rock Materials, and Its Application to Rock Mass. For X, where X and C are M × N real matrices, A is an M × M real matrix, and B is an N × N real matrix A familiar example occurs in the Lyapunov theory of stability 1, 2, 3 with B = AT Is also arises in the theory of structures 4.

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