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               depending on the level of analysis. For example, to check 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 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 with boundary  element method  using  source distribution can be  applied to  numerically
             calculate  the  hydrodynamic  forces.  Currently,  hydrodynamic  analysis  software  using  a  three-
             dimensional modeling  (preferred) or  two-dimensional  strip method  is  widely  applied.  A  detailed
             discussion of numerical techniques and other effects of loads (such as bow flare impacting, bottom
             slamming, green water, ice loads, and accident loads) on the extreme response and fatigue are beyond
             the scope of this paper, and will not be discussed further.

             The wave heading a, is defined with respect to a FPSO (see Figure 4). Depending on the mooring type,
             the wave probability at direction a, needs to be converted into FPSO local coordinates. For example, if
             the turret-mooring system is adopted, the weathervaning should be considered, and some of the wave
             headings can be removed.
             The stress FRFs of a deck plating at twenty-four incident wave directions are calculated by using the
             2D strip method  and cross-sectional modulus for the purposes of illustration (3D hydrodynamic and
             FE method can be used for general structural details). With the WSD and the FRF, the spectral density
             function S!'(o)   of the responses x (stresses or loads) to a wave spectrum can be determined.

             4  EXTREME RESPONSE

             Strength  analysis  generally  involves  assessing the  yielding  strength,  buckling  strength,  ultimate
             strength and fatigue strength. Details of structural strength and fatigue evaluation may be found in Bai
             (2001) and ABS (2000). The first three aspects of structural strength are directly related to the extreme
             values of stress responses, which will be discussed in this section. The fatigue strength assessment will
             be covered later.
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