Research Article
Dynamic Response of Rock Slopes under Obliquely Incident Seismic Waves
Figure 14
Distribution law of PGA amplification coefficient of slope surface under the obliquely incident SV wave. (a) = 45°; (b) = 50°; (c) = 60°; and (d) X-acceleration time history at the observation points A and D under vertical incidence in = 60°.
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