Remedy to Overestimation of Classical Interval Analysis: Analysis of Beams with Uncertain Boundary Conditions
This study investigates both the static and dynamic behaviors for the uniform beam supported at its ends by rotational supports. The stiffness coefficients of these supports are treated as interval variables. It is first demonstrated on the static problem that the classical interval analysis may lea...
|Published in:||Shock and Vibration, (01.01.2013)|
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