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Approche multiéchelle pour le comportement vibratoire des structures avec un défaut de rigidité

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Figure

Figure 1: amplitude versus frequency of stationary forced solution in blue and magenta; amplitude of free solution in red
Figure 2: Phase portrait for u 0 = 0.019796915, ω  = 1.0143379 0.000.020.040.060.080.100.120.140.160.180.20 0 1 2 3 4 5 6 7 8 9 10
Figure 4: Phase portrait for u 0 = 0.079, ω  = 1.0143379
Figure 6: Phase portrait for u 0 = 0.003, ω  = 0.5
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