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. 2022 Apr 22;20(6):2825–3069. doi: 10.1007/s10518-022-01357-4

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Fig. 48 — Scheme for applying host-to-target region adjustments to calculate rock hazard and then to convolve the rock hazard with AFs for the overlying layers (Rodriguez-Marek et al. 2014); G/G_max and D are the strain-dependent soil stiffness and damping, $γ$ is the strain