Research Article
Influence of Non-Structural Localized Inertia on Free Vibration Response of Thin-Walled Structures by Variable Kinematic Beam Formulations
Figure 11
Eighth modal shape of the C-shaped beam with a non-structural mass at the tip cross-section (Figure 9).
 |
| (a) L9 LE model (27.169 Hz) |
|
 |
| (b) FEM-3D model (26.716 Hz) |
|
