Research Article
The Dynamic Response and Failure Model of Thin Plate Rock Mass under Impact Load
Table 3
The first 10 order vibration parameter values of the thin plate rock mass under impact load (S-F-S-F).
| Order | Parameter | | Mn | | An/q0 |
| 1storder | 101 | 2.798 × 104 | 38.097 | 1.348 × 10−5 | 2nd order | 148 | 4.536 .5103 | −4.642 .610−6 | −6.914 .910−12 | 3rdorder | 300 | 1.736 × 103 | −0.451 | −8.663 × 10−7 | 4th order | 404 | 2.197 .1104 | 9.059 .010−10 | 1.020 .010−16 | 5th order | 456 | 8.646 .6103 | 9.876 .810−20 | 2.505 .510−26 | 6th order | 575 | 1.208 .2103 | 2.881 .810−6 | 4.148 .110−12 | 7th order | 633 | 3.684 .6103 | −9.813 .810−15 | −4.208 .210−21 | 8thorder | 909 | 1.786 × 104 | 9.968 | 6.140 × 10−7 | 9th order | 926 | 2.082 .0103 | 6.097 .010−21 | 3.163 .110−27 | 10thorder | 989 | 1.052 × 103 | −0.071 | −6.797 × 10−8 |
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