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448                                                   Part IV Structural Reliability



                 The CDF for the largest of the individual combined bending moment can be expressed  for a
                 total of the v, Trepetitions,

                                                                                    (25.22)


                 25.4  Procedure for Reliability Analysis of Ship Structures
                 25.4.1  General
                 Vast  amount  of  publications  are  available now  with  regard  to  the  reliability  analysis of
                 existing ships since researchers first began to  look at the desirability of using probabilistic
                 methods in the structural design of ships in the early 70's. The details of the analysis methods
                 may  vary  from one paper  to  another.  However,  generally speaking, reliability analysis of
                 existing ships should cover the basic steps of next section.
                 Step 1: Definition of the objective ship and its mission tasks
                 In order to carry out the reliability analysis of a ship, the basic geometry and scantlings of the
                 ship must be known. Furthermore, the environmental conditions including loading conditions
                 and sea conditions the ship has been exposed over its service life should also be defined.
                 Step 2: Definition of the limit state functions
                    Knowledge of the limiting conditions beyond which a ship will fail to perform its intended
                    function will undoubtedly help in assessing more accurately the true margin of safety of
                    the ship. The equations that can represent these limiting conditions are called limit state
                    equations. Establishing the limit state equations is a significant step within the reliability
                    analysis procedure. Generally speaking, there are two categories of limit state equations:
                    serviceability vs.  strength. For each category, four different levels of limit states exist.
                    These are:
                    1.  limit state functions for hull girder collapse;
                    2.  limit state hnctions for stiffened panels;
                    3.  limit state fimctions for buckling of plates between stiffeners; and
                    4.  limit state functions for fatigue of Critical Structural Details (CSD).
                 Step 3: Definition of the statistical characteristics of the random variables
                 Step 4: Selection of the reliability calculation methods
                 Step 5: Calculate the probability of failure for each failure mode for the given ship
                 When  the  limit-state hction  is  complex,  a  response surface method  may  be  applied to
                 approximate the  limit-state surface using  a polynomial type  function. Using the  response
                 surface, a standard FORM/SORM algorithm may then be used to estimate failure probability.
                 25.4.2  Response Surface Method

                 The limit state function at time t relating to the ultimate strength failure of an FPSO hull girder
                 is given by
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