Analysis of Vibration Response Law of Multistory Building under Tunnel Blasting Loads

Table 2

Raw monitoring data.

Floor	M	Vxmax	Vymax	Vzmax	Vmax	Fx	Fy	Fz	Dx	Dy	Dz
First	1	0.449	0.479	1.036	1.227	33.6	65.4	68.5	1.260	1.241	1.423
	2	0.359	0.517	0.876	1.079	73.5	68.1	80.6	1.261	1.253	1.453
	3	0.393	0.556	1.109	1.301	45.5	55.2	78.1	1.219	1.245	1.666
	4	0.415	0.427	0.868	1.301	62.0	72.0	75.0	1.230	1.183	1.326
Second	1	0.468	0.570	1.078	1.396	46.3	59.5	80.6	1.207	1.175	1.321
	2	0.440	0.546	1.063	1.274	50.0	58.1	73.5	1.200	1.203	1.240
	3	0.482	0.595	1.231	1.364	53.2	61.0	61.0	1.181	1.143	1.412
	4	0.448	0.510	0.935	1.471	51.0	55.6	50.0	1.200	1.071	1.252
Third	1	0.516	0.752	1.354	1.556	50.0	41.7	44.9	1.141	1.153	1.213
	2	0.540	0.699	1.337	1.602	50.5	39.2	46.3	1.170	1.120	1.193
	3	0.545	0.619	1.429	1.630	42.9	40.7	53.8	1.098	1.128	1.274
	4	0.626	0.555	1.404	1.630	26.6	34.8	53.2	1.109	1.067	1.142
Fourth	1	0.423	0.627	1.061	1.303	19.8	21.7	27.2	1.098	1.096	1.189
	2	0.398	0.512	0.865	1.081	16.1	25.0	26.3	1.160	1.061	1.040
	3	0.446	0.554	0.837	1.099	25.6	20.8	26.3	1.057	1.057	1.121
	4	0.499	0.530	0.892	1.099	20.0	21.7	30.3	1.103	1.017	1.059

Note. M represents the number of monitoring; V_xmax, V_ymax, V_zmax, and V represent the peak particle velocity (cm/s) in x, y, z, and co-direction, respectively; F_x, F_y, and F_z represent dominant frequency (Hz) in x, y, and z directions, respectively; D_x, D_y, and D_z represent duration (s) of the vibration in x, y, and z directions, respectively.