Dynamic Response Characteristic of Building Structure under Blasting Vibration of underneath Tunnel

Table 1

Vibration monitoring points PPV and maximum main frequency statistics.

Blasting number	Vibration measuring point number	PPV V/(cm·s^−1)			Maximum main frequency f/(Hz)
		VX	VY	VZ	fX	fY	fZ
No. 1	A0	0.44	0.63	0.589	18.141	20.779	18.265
No. 1	A1	0.693	0.794	0.574	23.19	20.25	27.3
No. 1	A2	0.572	0.652	0.702	21.68	16.33	30.2
No. 2	A0	0.70	1.872	3.79	24.54	27.304	44.944
No. 2	A1	1.592	2.812	3.341	23.6	26.94	36.7
No. 2	A2	1.187	3.138	5.323	16.495	22.92	34.48
No. 3	A0	1.104	2.14	4.14	38.095	24.096	11.065
No. 3	A1	0.99	2.10	3.65	34.19	21.11	27.68
No. 3	A2	0.605	2.29	5.96	18.78	21.56	33.06
No. 4	A0	0.44	0.69	1.58	38.84	20.31	24.77
No. 4	A1	0.50	0.70	1.185	33.33	23.39	26.23
No. 4	A2	0.35	0.71	1.788	23.6	23.53	29.52