Dynamic Response Analysis of Lateral Impact Force of Frame Wharf with Rock-Socketed Piles in Inland River Steel Sheath

Table 2

Frequency and period of each order mode.

Order number	Period (s)	Frequency (Hz)	Order number	Period (s)	Frequency (Hz)
1	0.0841	11.889	16	0.0095	105.25
2	0.0832	12.026	17	0.0088	113.71
3	0.0727	13.764	18	0.0080	125.19
4	0.0234	42.794	19	0.0079	126.44
5	0.0218	45.921	20	0.0077	130.6
6	0.0195	51.25	21	0.0075	133.06
7	0.0173	57.89	22	0.0075	133.85
8	0.0142	70.406	23	0.0075	134.0
9	0.0122	82.049	24	0.0074	134.88
10	0.0109	91.53	25	0.0073	136.74
11	0.0107	93.662	26	0.0072	139.34
12	0.0104	95.723	27	0.0072	139.48
13	0.0100	99.779	28	0.0071	141.07
14	0.0098	101.95	29	0.0071	141.13
15	0.0096	104.3	30	0.0070	141.94