Stable reformulation of transfer matrix
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L. Wang; S.I. Rokhlin
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Article
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2001
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Elsevier Science
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English
โ 302 KB
The numerical instability problem in the standard transfer matrix method has been resolved by introducing the layer stiffness matrix and using an efficient recursive algorithm to calculate the global stiffness matrix for an arbitrary anisotropic layered structure. For general anisotropy the computat