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The FE computed mode shapes of the aforementioned modes are shown in Fig. 19.
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Vibration frequencies and mode shapes are computed.
'Equivalent' SDOF models of the structure are developed based on the PCA mode shapes, and these are applied to estimate the computed displacement histories.
The weights are taken from the mode shapes.
b, Mode shapes for the first four modes in the free case.
The mode shapes are presented in graphs.
Natural frequencies and mode shapes are determined.
Mode shapes and natural frequencies are obtained.
A mode shape diagram is suggested to explain both undamped and damped mode shapes.
This is justified as all other mode shapes and frequencies are shared between cases.
Figure 8 Reference and estimated mode shapes.
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