Research Article
Random Dynamic Response Characteristics of Pipeline Subjected to Blasting Cylindrical SH Waves
Figure 5
PDF curves (left) and CDF curves (right) of DSCF when δG = 0.2: (a) PDF f = 10 Hz; (b) CDF f = 10 Hz; (c) PDF f = 50 Hz; (d) CDF f = 50 Hz; (e) PDF f = 100 Hz; (f) CDF f = 100 Hz; (g) PDF f = 200 Hz; (h) CDF f = 200 Hz.
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