Research Article
Influence of Non-Structural Localized Inertia on Free Vibration Response of Thin-Walled Structures by Variable Kinematic Beam Formulations
Figure 21
MAC values between the L9 and FEM-3D models of the hollow-rectangular box beam.
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(a) Without localized inertia |
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(b) With localized inertia (Case A) |
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