Page 235 - Practical Design Ships and Floating Structures

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TABLE 1
CALCULATED WETTED NATURAL FREQUENCES OF THE TEST MODEL WITH THE
VARIATION OF WATER DEPTH

Figure 7 : The Longitudinal distribution of bending moments
(h=0.4m, H=6cm, Incident Angle=O degree)

Figure 8 : The Longitudinal distribution of bending moments
(h=0.4m, H=6cm, Incident Angle=30 degree)

5 CONCLUSIONS

In this paper, an ocean engineering model basin test with the one twentieth model of the first phase
pontoon of the Mega-Float project in Japan was carried out to investigate the hydroelastic response