6.4 Final remarks
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Statutory Documents - IMO Publications and Documents - Circulars - Maritime Safety Committee - MSC.1/Circular.1227 – Explanatory Notes to the Interim Guidelines for Alternative Assessment of the Weather Criterion – (11 January 2007) - Annex - Explanatory Notes to the Interim Guidelines for Alternative Assessment of the Weather Criterion - 6Alternative procedure 2: Parameter identification technique (PIT) - 6.4Final remarks

6.4 Final remarks

  6.4.1 The PIT technique has successfully been applied to the experimental data used in the previous sections for the application of the Three Steps Procedure.

  6.4.2 It can be concluded that, for the ship under analysis, a pure quadratic model for damping, together with a pure linear model for the restoring term is sufficient, for practical purposes, to predict the roll peak φ 1r at the steepness required by the alternative assessment of Weather Criterion.

  6.4.3 It is however important to underline that for ships having significant nonlinear curves, it is necessary to introduce a nonlinear correction in the restoring term in order to account for the bending of the response curve and the corresponding peak frequency shift. It is in addition noted, from the experience gained from this exercise, that an additional test in the range of low forcing frequencies (say ω = 0.75 • ω 0 ) could help in the fitting of the effective wave slope, allowing to take into account a frequency dependence of this coefficient. This latter frequency dependence could be important when the bending of the response curve is significant.

  6.4.4 As an additional note, it can be said that the application of different tentative models in the PIT allows for an assessment of the likely level of uncertainty inherent in the extrapolation.

  6.4.5 In the case under analysis, the level of uncertainty is of the order of ± 2°, however this figure strongly depends on the actual analysed case.

  6.4.6 The value of the effective wave slope obtained through the PIT (about 0.85 on average) is slightly different from the value obtained through the application of the Three steps procedure (r = 0.759). This difference can be readily explained by recalling that, in the Three steps procedure, the damping is evaluated from the roll decays tests, while the effective wave slope is evaluated from the roll tests in beam waves, using the previously obtained damping coefficient. In the PIT approach, on the contrary, both the damping and the effective wave slope are determined from the same experimental data in beam waves, for this reason the final outcomes could differ in terms of single components. The final predictions of the angle φ 1r given by the PIT technique and by the Three steps procedure are however very close: the two alternative procedures can be then considered, for this particular case, as equivalent from a practical point of view.


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