Analytical Models for the Response of the Double-Bottom Structure to Underwater Explosion Based on the Wave Motion Theory

Table 1

Parameter for the substructures (unit: m).

Simple panel	0.01	—	—	—	—	—
Panel with stiffener (T-shaped)	0.01	0.01	—	0.07	0.07	—
Panel with girder (I-shaped)	0.01	0.01	0.01	0.07	0.8	0.07