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A parametric study based on the plate approach and modified column approach including local buckling is presented for evaluating the ultimate strength of stiffened steel plates in compression, in which the effect of panel number and stiffener's rigidity on the ultimate strength is fully considered.As a result, two ultimate strength curves are demonstrated according to the number of panels, and the approximate ultimate strength curves presented herein can afford to evaluate the use of stiffeners with rigidity more than required.

ESTIMATION OF ULTIMATE STRENGTH OF STIFFENED STEEL PLATES BASED ON THE INTERACTION EFFECT BETWEEN LOCAL AND OVERALL BUCKLING