Dynamic Behavior and Serviceability Analysis of a New Type of U-Shaped Steel-Concrete Composite Floor Slab

Table 4

The peak accelerations of the measured points under the eight test conditions.

Measuring point	8	9	14	15	16	22	27
(a)
1.7 Hz	1.37	0.98	0.59	0.85	0.89	0.65	0.42
2.1 Hz	1.78	1.30	0.92	1.32	1.27	0.84	0.73
2.4 Hz	2.67	2.74	1.06	3.12	1.76	2.14	0.81
(b)
1.7 Hz	1.44	1.02	0.78	1.12	1.15	0.81	0.53
2.1 Hz	2.39	1.57	1.96	1.44	1.42	0.91	0.78
2.4 Hz	3.41	2.82	1.21	3.73	1.96	2.25	1.26
(c)
1.7 Hz	1.97	1.40	0.56	0.62	1.51	1.07	0.60
2.1 Hz	3.10	3.35	0.74	0.87	2.20	2.38	1.91
2.4 Hz	4.46	4.03	5.02	6.26	5.54	4.09	2.55
(d)
1.7 Hz	2.77	2.31	1.99	2.75	2.39	1.62	1.89
2.1 Hz	8.39	8.18	5.04	7.35	8.64	7.47	6.05
2.4 Hz	10.65	9.87	10.68	14.27	12.33	6.99	3.95
(e)
1.7 Hz	2.34	2.22	1.77	2.44	2.24	1.10	0.63
2.1 Hz	3.11	3.44	3.17	4.39	5.09	1.41	1.02
2.4 Hz	6.80	6.47	6.74	7.49	6.48	6.34	4.97
(f)
1.7 Hz	12.17	13.06	12.67	12.22	12.39	11.87	11.32
2.1 Hz	13.57	13.63	13.01	14.09	14.00	12.72	11.48
2.4 Hz	17.40	20.46	18.46	22.42	21.38	20.76	13.91
(g)
1.7 Hz	18.01	20.84	20.23	21.56	20.91	21.00	12.69
2.1 Hz	20.12	21.83	21.24	23.02	21.81	22.08	14.83
2.4 Hz	21.45	25.89	23.54	28.23	27.61	27.42	18.66
(h)
1.7 Hz	1.61	1.23	0.82	1.45	1.24	1.06	0.75
2.1 Hz	2.67	2.76	2.72	3.35	3.44	3.28	2.39
2.4 Hz	6.95	6.02	7.06	9.64	7.78	7.64	5.19