Dam and foundation elastic modulus dynamic inversion method based on prototype vibration response
A vibration response and response surface model technology, applied in special data processing applications, instruments, electrical digital data processing, etc., can solve problems such as large environmental background noise and difficult vibration testing, and achieve the effect of improving inversion efficiency and accuracy
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[0052] Embodiment one: see figure 1 , figure 2 .
[0053] figure 1 It is a flow chart of the method for elastic model inversion of dam and foundation partition based on the actual vibration of the prototype according to the present invention. In this embodiment, an arch dam is taken as an example. The dam is a concrete hyperbolic arch dam with discharge from the dam body. Such as figure 2 shown. The crest elevation of the arch dam is 1205m, the maximum dam height is 240m, the arc length of the dam crest is 774.65m, the top thickness of the arch crown beam is 11m, the bottom thickness is 55.74m, the arc-height ratio is 3.23, the span-height ratio is 2.83, and the thickness-height ratio is 0.232. In the 2#~38# dam section on the dam crest, a radial dynamic displacement sensor is arranged every 5 dam sections, numbered from left to right are B1~B7, which are used to test the radial vibration displacement response on the arch ring; at 20 #The dam section arranges four sens...
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