=+where the load application time interval TI corresponds to one-half period of the first antisymmetric mode. 4
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=+where the load application time interval TI corresponds to one-half period of the first antisymmetric mode.
4 4 p????g (x, t)
M2 M1 M2 EI, m0
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Related Book For 
Mechanical Vibrations Theory And Application To Structural Dynamics
ISBN: 9781118900208
3rd Edition
Authors: Michel Geradin, Daniel J. Rixen
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