Damage Detection of Structures Identified with Deterministic-Stochastic Models Using Seismic Data

Table 2

Summary of damage assessment under various noise levels (numerical).

Case	D1	D2	D3	D4	D5	D13	D15	D135
nWSI𝑗 (NSR = 0%)
1F	0.01	0.46	0.47	1.00	1.00	0.01	0.03	0.01
2F	0.28	0.02	0.38	0.59	0.58	0.52	0.54	1.00
3F	0.96	1.00	0.03	0.63	0.36	0.03	1.00	0.01
4F	0.34	0.88	1.00	0.02	0.18	1.00	0.53	0.48
5F	1.00	0.78	0.92	0.26	0.01	0.98	0.02	0.03
nWSI𝑗 (NSR = 10%)
1F	0.05	0.80	1.00	1.00	1.00	0.04	0.01	0.07
2F	1.00	0.09	0.72	0.62	0.77	1.00	0.28	1.00
3F	0.30	0.74	0.08	0.85	0.66	0.08	1.00	0.15
4F	0.22	0.80	0.65	0.02	0.30	0.34	0.72	0.89
5F	0.39	1.00	0.35	0.46	0.04	0.38	0.02	0.13