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Stress Test Seismic Motions For Nuclear Installations

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Figure

Table 1: Layering properties for free field verification
Figure 2: Dynamic response of SMR excited by stress test motions with incident angle θ = 60◦ and differentfrequencies
Figure 4: Dynamic response of SMR excited by stress test motions with frequency f = 5Hz and differentinclinations
Figure 5:Vertical displacement response of top center of SMR under incident SV wave with frequencyf = 5Hz and different inclinations

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