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
1^storder	101	2.798 × 10^4	38.097	1.348 × 10^−5
2^nd order	148	4.536 .510^3	−4.642 .610^−6	−6.914 .910^−12
3^rdorder	300	1.736 × 10^3	−0.451	−8.663 × 10^−7
4^th order	404	2.197 .110^4	9.059 .010^−10	1.020 .010^−16
5^th order	456	8.646 .610^3	9.876 .810^−20	2.505 .510^−26
6^th order	575	1.208 .210^3	2.881 .810^−6	4.148 .110^−12
7^th order	633	3.684 .610^3	−9.813 .810^−15	−4.208 .210^−21
8^thorder	909	1.786 × 10^4	9.968	6.140 × 10^−7
9^th order	926	2.082 .010^3	6.097 .010^−21	3.163 .110^−27
10^thorder	989	1.052 × 10^3	−0.071	−6.797 × 10^−8