Applied Mathematics and Mechanics (English Edition) ›› 2010, Vol. 31 ›› Issue (2): 183-192.doi: https://doi.org/10.1007/s10483-010-0206-x
王萬益1 廖建義2 洪勵吾1
WANG Wan-Yi1, LIAO Jian-Yi2, HONG Li-Wu1
摘要: This study investigates the redesign of a structural system with the matrix modification. The inertia congruence transformation is adopted to find the latent roots of a dynamic stiffness matrix, and a method for determining its eigenvalue is proposed. The characteristics of the latent vector for a known latent root and a method for computing it are studied. The mode shapes of the redesigned structure must be differently handled based on whether the structure exhibits persistent or non-persistent natural frequencies.
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