Abstract
THE eigenfrequencies, nσl of the torsional modes, nTl, of a spherically symmetrical, nonrotating, elastic, isotropic Earth model, are defined, for fixed wave number k=(l+ 1/ 2 )/a, by the eigenvalue problem (where U=U(r); μ = μ(r); ρ = ρ(r); a ≤ r ≤ b) and by the (zero stress) boundary conditions
where μ, denotes rigidity, ρ density, a the radius of the core and b the radius of the Earth1.
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References
Alterman, Z., Jarosch, H., and Pekeris, C. L., Proc. R. Soc., A 252, 80 (1959).
Haddon, R. A. W., and Bullen, K. E., Phys. Earth planet. Interiors, 2, 35 (1969).
Brune, J. N., and Gilbert, F., Bull. seism. Soc. Am., 64, 313 (1974).
Brune, J. N., Bull. seism. Soc. Am., 54, 2099 (1964).
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ANDERSSEN, R., OSBORNE, M. & CLEARY, J. Asymptotic structure in torsional free oscillation data for the Earth. Nature 250, 400–401 (1974). https://doi.org/10.1038/250400a0
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DOI: https://doi.org/10.1038/250400a0