Page 290 - Practical Design Ships and Floating Structures
P. 290

265

        change A significantly. However, if also most of the transverse bulkheads are omitted, then the value
        of A decreases substantially. Thus, for the present vessel, as soon as the transverse bulkheads are fixed
        then a very good estimate of A can be obtained. It should be noted that the margin line does not enter
        into the  probabilistic damage stability criteria,  but  that  down-flooding points  are  included. These
        down-flooding points oRen have a significant influence on A.

        The two different regulations yield  qualitatively the same tendencies. The Attained Index obtained
        from SLF 43/3/2 is slightly larger than for SOLAS Part B-I. Careful study of the results reveals that
        the main reason is that the survivability index s generally becomes about 15 per cent larger using SLF
        43/3/2 in the cases where O<s<l, The differences in the probability distributions for the damage loca-
        tion and extent are of lesser importance.

        Another important parameter in the calculation of the Attained Index is the centre of gravity as given
        by GM in the intact conditions. A change of GM is easily included in the analysis as it only influences
        the index s and only through a change in the residual stability curve GZ:

                                GZ(8) = GZ(8)  f GG'sin(6)                      (1)
        where G and G  are the old and the new centres of gravity, respectively, and 6 the heeling angle. For
        the subdivision defmed in Table 1, the effect of changes of GG' in the range f Im is given in Figure 3
        using SOLAS Part B-1.  For layout #3 a strong influence by such variation is seen because O<s<l for
        damages to the main deck and either of the four large compartments below the main deck. For the lay-
        outs # 1 and #2 s = 1 and for layout #4 s = 0 for similar damages for the range of GG'  shown in Figure
        3 and hence the changes in GZ given by Eqn.  1 do not change A.
















                          -1                  0         GG(m)    1

         Figure 3: Variation of the Attained Index A with change in the vertical position GG' of the centre of
                                    gravity. SOLAS Part B-1


        3  SENSITMTY OF THE ATTAINED INDEX WITH BASIC DESIGN PARAMETERS
        To obtain the required Attained Index A the naval architect may need to change some design parame-
        ters. It is hence important to identify the parameters with most influence on A. This can be done by
        sensitivity analyses as shown in Figure 3 for the centre of gravity. Other important design parameters
        have been identified ffom the responses to a questionnaire to leading Danish naval architects regarding
        Ro-Ro femes. Two main parameters are
   285   286   287   288   289   290   291   292   293   294   295