Page 189 - Marine Structural Design
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Chapter 9 Buckling and Local Buckling of Tubular Members              165










                                                     = 9110-   : DIStance  between
                                                 *-\       two  end  pins
                                      I












                                            (a)  e/O  =  1/8




                                                                      -.   ___   . Experiment
                                                                      ...._._____
                                                                      ----   : COS  mdcl
                                                                             : MNT mdel
                                                                      ---    : FEE(  analysis
















                             Figure 9.7   Load-Lateral Deflection Curves of Large Scale Test
                                        Specimens Subjected to Axial Thrust with Eccentricity
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