Research Article
Analytical Models for the Response of the Double-Bottom Structure to Underwater Explosion Based on the Wave Motion Theory
Figure 22
(a) The normalized time histories of the nondimensional pressure for the panel with girder (I-shaped) with the parameter = 1~10. (b) Sensitivity of the nondimensional impulse to the normalized parameter for the panel with girder (I-shaped).
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(b) |