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Shock and Vibration
/
2021
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Article
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Tab 5
/
Research Article
The Dynamic Response and Failure Model of Thin Plate Rock Mass under Impact Load
Table 5
The effective vibration modes of the thin plate rock mass under impact load (C-C-C-C).
Order
Parameter
M
n
A
n
/
q
0
1
st
order
308
5.787 .710
3
13.589
7.624 .610
−6
5
th
order
975
1.267 .210
4
8.503
6.883 .810
−7
6
th
order
1309
2.587 .510
4
12.565
3.71 .710
−7