=+6. Apply the modal superposition method to compute the dynamic response under symmetric loading (Figure 5.1). Compare
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=+6. Apply the modal superposition method to compute the dynamic response under symmetric loading (Figure 5.1). Compare the global and elastic displacements versus time obtained with the results of the solution developed in Example 5.1.
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Mechanical Vibrations Theory And Application To Structural Dynamics
ISBN: 9781118900208
3rd Edition
Authors: Michel Geradin, Daniel J. Rixen
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