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Chapter 25 Reliability of Ship Structures                             459

                  25.5.3  Conclusions

                  Time-variant structural reliability assessment of an FPSO hull girder relative to the ultimate
                  strength requires the consideration of the  following three aspects: (1) load  effects and  their
                  combination, (2) the hull ultimate strength, and (3) methods of reliability analysis.

                  The  environmental  severity  factors  are  introduced to  fit  the  the  wave-induced  bending
                  moments accounting for the specific-site conditions. The Ferry-Borges method is applied to
                  combine  stochastic  processes  of  still-water  and  wave-induced  bending  moments  and  to
                  evaluate time-variation of the maximum combined bending moment.
                     The  mean  value  first  order  second  moment  method  was  applied  to  calculate  failure
                     probability of ship structures.

                     A procedure for time-variant reliability analysis has been developed.
                     An effective response surface approach is used to evaluate the failure hnction at sampling
                    points.  A modified Monte Carlo simulation technique is applied to evaluate the failure
                    probability.
                    The time-variant reliability and parametric analysis for an FPSO hull girder are quantified.
                    It  is  found  that  the  steady  corrosion  rate,  combination  of  SWBM  and  VWBM,
                    environmental severity factors and transition time in the present corrosion model are very
                    important in estimating the reliability of the hull girder.
                    It is concluded that the load combination factors obtained from this method are dependent
                    on mean arrival rate of SWBM, service lifetime and the environmental seventy factors.

                  25.6  References
                    1.  ABS (2000), “Guide for Building and Classing Floating Production Installations”,
                       American Bureau of Shipping.
                    2.  Bucher,  C.G.,  Bourgound,  U.A.,  (1990),  “A  Fast  and  Efficient  Response Surface
                       Approach for Structural Reliability Problems”, Structural Safety, Vol. 7, pp. 57-66.
                    3.  Casella, G., Rizzuto, E.,  (1998), “Second-level Reliability Analysis of a Double-hull
                       Oil Tanker”, Marine Structures, Vol. 11, pp.373-399.
                    4.  Frieze,  P.A.  and  Lin,  Y.T.  (1991),  “Ship  Longitudinal  Strength  Modeling  for
                       Reliability  Analysis”,  Proc.  of  Marine  Structural  Inspection,  Maintenance  and
                       Monitoring Symposium, SNAME, Arlington, VA.
                    5.  Ghose  D.J.,  Nappi  N.S.,  Wiemicki  C.J.,  (1995),  “Residual  Strength  of  Marine
                       Structures”, Ship Structure Committee, SSC-381.
                    6.  Gordo J.M.,  Guedes Soares C., Faulkner D. (1996), “Approximate Assessment of the
                       Ultimate Longitudinal Strength of Hull Girder”, Journal of Ship Research, Vol. 40( l),
                       pp.60-90.
                    7.  Guedes Soares, C., (1 984), “Probabilistic Models for Load Effects in Ship Structures”,
                       Department of Marine Technology, Norwegian Institute of Technology, Trondheim,
                       Norway, Report No. UR-84-38.
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