Page 72 - Marine Structural Design
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48                                                Part I Strueturn1 Design Principles

                       Hydrodynamic forces
                       Motion induced hydrostatic restoring forces
                       Motion induced structural inertial loads and internal tank sloshing loads
                       Mooring and riser forces
                       Shear  forces,  bending  moments,  and  torsional  moments  like  structural boundary
                       conditions
                 5.  Performing structural analysis to calculate stress FRF H (0, a&[) for each wave frequency
                    a, wave heading ak, and  loading pattern  AI. Each  combination of (a, a&)  forms a
                    different loading case in structural analysis. The finite element method or other simplified
                    structural analysis can be applied for the various levels of analysis, see Chapter 6. For
                    example, to analyze the strength of deck and bottom plating in the hull-girder strength
                    level,  calculations using  vertical bending moment  and  sectional modulus can  provide
                    satisfactory results.
                 The following table provides an example of tank loading patterns (ABS, 1992):



                                  No.           Tank loading descriDtion
                                        Homogeneous Full     Design draft
                                             load
                                   2    Normal ballast load   Light draft
                                   3       Partial load       33% full
                                   4       Partial load       50% full
                                I  5  I    Partialload   I    67% full    I


                 The hydrodynamic force components consist of incident wave forces, diffraction wave forces,
                 and motion-induced radiation forces (added mass and damping forces).  The potential theory
                 of fluid mechanics based on boundary element methods using source distributions, can be
                 applied to numerically calculate the hydrodynamic forces. Currently, hydrodynamic analysis
                 software, which use three-dimensional models (preferred) or two-dimensional strip methods,
                 are widely applied. A detailed discussion of numerical techniques and other load effects (such
                 as bow flare impact, bottom slamming, green water, ice loads, and accident loads), are beyond
                 the scope of this chapter, and may be found from, e.g. Faltinsen (1990).
                 The wave heading ak is defined with respect to a FPSO (see  Figure 3.6).  Depending on the
                 mooring type, the wave probability at direction ak, needs to be converted into FPSO local
                 coordinates. For example, if the turret-mooring system is adopted, the weather vaning should
                 be considered, and some of the wave headings can be removed.
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