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.