Research Article

Influence of Uncertainties on the Dynamic Buckling Loads of Structures Liable to Asymmetric Postbuckling Behavior

Figure 11

Variation of the basin area of the damped forced system. Black and gray: steady-state bounded solutions. White: unbounded solutions. η = 0.5, ε = 0, = 1, β = −1, and Ω = 0.43.
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