Influence of Non-Structural Localized Inertia on Free Vibration Response of Thin-Walled Structures by Variable Kinematic Beam Formulations

<table>Position of the non-structural mass at the tip cross-section of the hollow-rectangular box beam.</table>

Shock and Vibration

fig20

Figure 20

Figure 20: Influence of Non-Structural Localized Inertia on Free Vibration Response of Thin-Walled Structures by Variable Kinematic Beam Formulations 

Figure 20 | Influence of Non-Structural Localized Inertia on Free Vibration Response of Thin-Walled Structures by Variable Kinematic Beam Formulations 