Improved random perturbation method on the basis of repetition frequency structure vibration characteristic value of agent model
A proxy model and structural vibration technology, applied in complex mathematical operations, etc., can solve problems such as difficult analysis process, non-unique eigenvalue derivatives, and little research work
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[0094] In order to understand more fully the characteristics of this invention and its applicability to engineering practice, the present invention uses figure 2 Taking the dome structure system as an example, the eigenvalue analysis and verification of the repetition frequency structure is carried out. figure 2 The dome structure in is composed of 52 rods and 21 nodes, and the cross-sectional area of each rod is 10cm 2 . The dome structure is symmetrical with respect to the Y axis and the X axis, and the nominal values of the elastic modulus, material density and Poisson's ratio of the rods are respectively E=210GPa, ρ=7850kg / m 3 ,μ=0.3. The coordinates of important representative nodes are shown in Table 1.
[0095] Table 1
[0096]
[0097]
[0098] In this embodiment, the elastic modulus and material density are treated as random variables, and respectively satisfy the distribution N(210,10.5 2 ) and N(7850,392.5 2 ). Applying the method proposed by the ...
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