Page 450 - Marine Structural Design
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426                                                   Part IY Structural Reliability

                 Assuming that the component is subject to proof load, q* and that it survives the load. This
                 implies that the strength r2q'.
                 The updating of Pfcan be formed as follows
                      Pf,"p = PIR - s I OIR 2 4'1
                          = p[R-S  I O]H 2 01                                        (23.34)
                          -  P[R -S 5 On H 2 01 - P[R - S I On-H   01
                          -
                                            -
                                P[H 2 01          P[- H I 01
                 where, H=R-q*
                 In general, different methods are available to update the structural reliability based on the new
                 information.  Song  and  Moan  (1998),  Moan and  Song  (1998) presented  the  methods  of
                 reliability updating for ships and jackets, which will be detailed in Part IV Chapter 27.

                 23.9  Target Probability

                 23.9.1  General
                 Guidelines are provided for structural designers on acceptable failure probability associated
                 with each failure mode, i.e. minimum acceptable reliability index PO, frequently referred to as
                 target probability. When carrying out structural reliability analysis, an appropriate safety level
                 should  be  selected  based  on  factors  like  consequence of  failure, relevant  design  codes,
                 accessibility to inspection and repair, etc. Target probability levels have to be met in design in
                 order to ensure that certain safety levels are achieved.
                 23.9.2  Target Probability
                 A design is safe if
                      P'PO                                                           (23.35)
                 where  PO   = target safety index
                       P     = safety index as estimated from analyses
                 The regulatory bodies or classification societies andor professions agree upon a reasonable
                 value. This may be used for novel structures where there is no prior history.
                 Code calibration is to calibrate reliability levels that are implied in currently used codes. The
                  level of risk is estimated for each provision of a successful code. Safety margins are adjusted
                 to eliminate inconsistencies in the requirements. This method has been commonly used for
                 rules development.
                 Target probabilities are chosen to minimize total expected costs over the service life of the
                  structure. A cost-benefit analysis approach may be used effectively to define target probability
                  for design in which failures result in only economic losses and consequences. Although this
                 method is logical on an economic basis, a major shortcoming is its need to measure the value
                  of human live.
                  The target probabilities, for a reliability based design, are based calibrated values of implied
                  safety levels in the  currently used  design practice, as shown, e.g.  by Bai et a1 (1997).  The
                  argument behind  this approach is  that  a  code represents a  documentation of  an  accepted
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