A Deformation Prediction Approach for Supertall Building Using Sensor Monitoring System

Table 3

Comparison table of prediction.

DATE	Z [mm]	CDBN [mm]	RE [%]	LM-CDBN [mm]	RE [%]	ELM [mm]	RE [%]	UKF-SVR [mm]	RE [%]
10-13 08:00	36.3700	35.6869	1.88	36.2744	0.26	34.0753	6.31	36.9076	1.48
10-13 09:00	35.9685	34.7454	3.40	35.8914	0.21	38.9832	8.38	36.8897	2.56
10-13 10:00	34.1020	33.0588	3.06	34.0540	0.14	38.0791	11.66	33.5363	1.66
10-13 11:00	34.2450	32.6750	4.58	34.1812	0.19	34.6637	1.22	30.5105	10.91
10-13 12:00	39.0745	38.2927	2.00	38.8679	0.53	35.8950	8.14	39.1214	0.12
10-13 13:00	37.1475	35.9385	3.25	37.0167	0.35	39.5860	6.56	38.7017	4.18
10-13 14:00	37.7950	36.8189	2.58	37.6317	0.43	36.9923	2.12	34.8703	7.74
10-13 15:00	41.6840	39.6342	4.92	41.2798	0.97	40.3191	3.27	43.4704	4.29
10-13 16:00	39.1225	38.3562	1.96	38.8977	0.57	43.4842	11.15	41.1197	5.10
10-13 17:00	40.6580	39.2225	3.53	40.2930	0.90	44.4703	9.38	37.4763	7.83
10-13 18:00	47.0815	44.5459	5.39	45.8757	2.56	40.8088	13.32	48.4904	2.99
10-13 19:00	46.3970	44.8205	3.40	45.3267	2.31	44.6929	3.67	47.7502	2.92
10-13 20:00	47.3470	45.7168	3.44	46.0723	2.69	48.1102	1.61	47.8773	1.12
10-13 21:00	51.0815	47.3883	7.23	48.8165	4.43	45.8864	10.17	52.2852	2.36
10-13 22:00	49.5470	47.0194	5.10	47.7546	3.62	47.7797	3.57	49.2904	0.52
Mean Relative Error (MRE)[%]			3.72	--	1.34	--	6.70	--	3.72