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Article Type: Technical Papers
J. Offshore Mech. Arct. Eng. August 2006, 128(3): 224–232.
Published Online: January 12, 2006
... to cyclic displacements as shown in Fig. 11 , simulating the effects of severe ground motions causing buckling and postbuckling strength deterioration. The ratios of member diameter to wall thickness D ∕ t are 48 and 33 for frame I and II, respectively. Numerical results have been presented...