Damage degree identification method of high-rise framework structures based on natural frequency change rate
A technology of frequency change rate and damage degree, which is applied in the field of identification of structural damage degree to achieve the effect of quantifying the degree of damage
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[0042] The following describes how to use the first-order natural frequency change rate to identify the damage degree of high-rise frame structures in conjunction with the accompanying drawings.
[0043] When the structure is damaged, the stiffness of the structure will decrease accordingly. According to the definition of frequency:
[0044] f = K m
[0045] In the formula, f is the frequency, K is the structural stiffness, and m is the mass of the structure.
[0046] Differentiate both sides simultaneously to get:
[0047] d f = 1 m · 1 2 K · d K
[0048] Simplified:
[0049] d f · 2 m K ...
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