Beni-Suef University Journal of Basic and Applied Sciences

Table 1 Ground vibration acceleration amplitude and dominant frequency

From: Numerical modelling of traffic-induced dynamic loading on a two-story residential building

	Acceleration amplitude (m/s²)			Frequency (Hz)
Trial	x	y	z	x	y	z
1	0.043	0.029	0.049	3.290	2.810	1.560
2	0.072	0.054	0.117	0.780	3.900	2.340
3	0.065	0.055	0.120	3.687	2.906	2.687
4	0.076	0.055	0.129	1.742	0.781	0.781
5	0.064	0.065	0.173	3.900	2.780	3.780
6	0.068	0.049	0.126	3.170	3.030	0.780
7	0.074	0.048	0.152	2.148	0.781	1.172
8	0.074	0.056	0.115	2.172	1.481	4.297
9	0.059	0.047	0.117	1.758	1.172	1.156
10	0.075	0.055	0.197	2.367	0.977	0.978
Mean	0.067	0.0513	0.1295	1.756	3.517	2.148
Standard deviation	0.010	0.009	0.040	0.987	1.140	1.275
Coefficient of variation	0.151	0.183	0.305	0.562	0.324	0.593

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