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134                                             PART I Smctural Design Principles

                                       es for Different Types of Cylinders (NTS, 1998)
                                                     Type of Structure Geomc  Y
                                       5ng Stiffened
                   Buckling Mode                       mngitudinal       Mhogonally
                                       unstiffened     ;tiffend          ;tiffened
                                       ircular)

                   Shell buckling





                   Panel stiffener
                   buckling



                   Panel ring buckling







                   General buckling





                                        R
                   Column buckling









                  7.3  Fatigue Limit State Design
                  7.3.1  Introduction
                  Marine structures are subjected to a wide variety of loads that are cyclic in nature (e.g. storm
                  winds, waves, and currents).  These cyclic loadings develop cyclic strains in these structures.
                  If  the  strains are large  enough,  then  the  strength, stiffness, and  capacity of  the  structural
                  elements can be reduced due to fatigue degradation.
                  Most fatigue problems have been associated with flaws introduced into the structure in the
                  course of its fabrication and construction (e.g. poor welding, misaligned members), or in the
                  course of its operation (e.g. corrosion damage, dropped objects damage).  Thus, one of the
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