A Modal Parameter Identification Method for Output-Only Linear Time-Varying Structural Structures
A technology of structural mode and output linearity, applied in the field of structural dynamics, can solve the problems of complex application, high model order and sample sensitivity, not simple and easy to implement, etc., and achieve the effect of wide application prospects and benefits
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[0110] The three-degree-of-freedom spring-damper-mass system of the present embodiment, such as figure 2 shown. The three-degree-of-freedom spring-damper-mass system of this embodiment includes three masses m 1 、m 2 、m 3 , four dampers c 1 、c 2 、c 3 、c 4 , four springs k 1 (t), k 2 (t), k 3 (t), k 4 (t), where the three masses and the four dampers are constant and do not change with time, while the stiffnesses of the four springs change with time.
[0111] Spring stiffness k in a three-degree-of-freedom time-varying system i The relationship of (t) changing with time is shown in formula (25):
[0112]
[0113] The values of each variable of the three-degree-of-freedom system are shown in Table 1.
[0114] Table 1 Three degrees of freedom time-varying system parameters
[0115]
[0116] figure 2 The dynamic governing equation of the three-degree-of-freedom system shown is shown in equation (26):
[0117]
[0118] In the formula, M and C are the mass...
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