Page 168 - Introduction to Naval Architecture
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154                         STRENGTH

         Table 7.3

         Weat her group           Beaujfort mumber           &a conditions;

              I                     0  to  3                 Calm or slight
             11                     4  to  5                 Moderate
             HI                     6  to  7                 Rough
             IV                     8  to  9                 Very rough
             v                     10  to  12                Extremely rough



         periods of relative calm a ship experiences. If they are taken at fixed
         time intervals during a voyage they will reflect the conditions in certain
         geographic areas if the ship follows the same route each time.
           The data from a ship fitted with statistical strain recorders will
         give:

           (1) the ship's behaviour during each recording period. The values
               of strain, or the derived stress, are likely to follow a Rayleigh
               probability distribution.
           (2) the frequency with which the ship encounters different weather
               conditions.
           (3) the variation of responses in different recording periods within
               the same weather group.

         The last two are likely to follow a Gaussian, or normal, probability
         distribution.
           The data recorded in a ship are factual. To use them to project ahead
         for the same ship the data need to be interpreted in the light of the
         weather conditions the ship is likely to meet. These can be obtained
                                              16
         from sources such as Ocean Wave Statistics . For a new ship the different
         responses of that ship to the waves in the various weather groups are
         also needed. These could be derived from theory or model experiment
         as discussed above.
           In fact a ship spends the majority of its time in relatively calm
         conditions. This is illustrated by Table 7.4 which gives typical
         percentages of time at sea spent in each weather group for two ship
         types. When the probabilities of meeting various weather conditions
         and of exceeding certain bending moments or shear forces in those
         various conditions are combined the results can be presented in a curve
         such as Figure 7.14. This shows the probability that the variable * will
         exceed some value *j in a given number of stress cycles. The variable x
         may be a stress, shear force or bending moment.
           The problem faced by a designer is to decide upon the level of
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